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Prosedur Solusi 1. Data – data Bahan sebagai Selimut Bearing

C-23 Persamaan C-23 kemudian dapat digunakan sebagai solusi dari yang belum diketahui d , dari peraturan perkerasan Ziegler’s, ada dua langkah yaitu: C-24 C-25 Adapun perubahan penambahan di dalam lokasi pada permukaan hasil sekarang diperoleh hasil menggunakan persamaan C-1, dan belum diketahui banyaknya d adalah determinan di dalam persamaan C-25 yaitu: C-26

4.7. Prosedur Solusi

Persamaan- persamaan sekarang dimasukan di dalam analisa plastis dari bearing- bearing telah diperoleh, maka suatu solusi perhitungan di dalam thesis ini adalah sebagai asumsi matriks kekakuan elastis dari kesatuan matriks yaitu: C-27 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Catatan dari matriks kekakuan adalah asumsi kepada suatu matriks pasangan. Matriks ini adalah penyederhanaan di dalam perhitungan. Analisa yang lebih kompleks lagi bila di masukan ke dalam pasangan matriks kekakuan yang menuju batas akhir dari thesis ini. Penambahan- penambahan akan dianalisa dengan mendapatkan rumus yang spesifik dari kekakuan efektif yaitu: C-28 C-29 Dengan banyak penggunaan penambahan sebagai perhitungan d , maka ini diperlihatkan di dalam persamaan C-18, dan substitusi dari nilai akan lebih diutamakan dari persamaan C-27, C-28, dan C-29 dengan hasil yaitu: C-30 Serupa dengan persamaan C-25 dapat dipergunakan determinan d di dalam penambahan dari identitas yang diperlihatkan pada persamaan C-29: Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 C-31 Langkah akhir di dalam analisa plastis adalah determinan perubahan pada permukaan hasil. Vektor pengulangan kembali akan diperlihatkan pada persamaan C-26, dan didapat solusi dengan substitusi diperlihatkan pada persamaan C-31 adalah sebagai berikut: C-32 Persamaan ini diperlihatkan sebagai tambahan dari vektor pengulangan dan kembali pada tempatnya. Penambahan ini adalah perhitungan dengan nilai yang tepat dari vektor determinan dengan nilai dari kemudian dengan langkah waktu berikutnya. Kemudian sama dengan gaya penambahan dapat dituliskan sebagai berikut: C-33 Gaya penambahan ini kemudian diperhitungkan pada gaya aliran kepada nilai gaya determinan untuk langkah waktu berikutnya, dan proses ini dimulai untuk langkah waktu berikutnya. 4. 8. Analisa Three Dimensional Bangunan Single Story Tanpa Base Isolatore Dengan Beban Gempa Elcentro Dengan Menggunakan Prgram SAP 2000 Versi 10 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Data : Panjang : 6 meter Lebar : 6 meter Tinggi : 4 meter Tebal kolom : 25 x 25 cm Tebal balok : 20 x 30 cm Gambar 18 : Frame Section Assignment Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 19: Frame Loads - Distributed Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 20: Axial Force Diagram Modal – Mode 1- Periode 0, 21163 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 21: Joint Reactions Modal – Mode 1- Periode 0,2163 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 22: Longitudinal Reinforcing Area Diplacement = - 3, 24 cm Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Period = 0.16888 det Gambar 23: Displacement Tampak 2 Dimensi Sumbu X Diplacement = - 3,24 cm Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Period = 0.16888 det Gambar 24: Displacement Tampak 2 Dimensi Sumbu Y B E G I N A N A L Y S I S 20080327 15:43:47 MAXIMUM MEMORY BLOCK SIZE BYTES = 59.843 MB NUMBER OF JOINTS IN THE MODEL = 8 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 E L E M E N T F O R M A T I O N 15:43:47 NUMBER OF FRAME ELEMENTS FORMED = 12 L I N E A R E Q U A T I O N S O L U T I O N 15:43:47 FORMING STIFFNESS AT ZERO UNSTRESSED INITIAL CONDITIONS TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 24 NUMBER OF NON-ZERO STIFFNESS TERMS = 228 NUMBER OF EIGENVALUES BELOW SHIFT = 0 L I N E A R S T A T I C C A S E S 15:43:47 USING STIFFNESS AT ZERO UNSTRESSED INITIAL CONDITIONS TOTAL NUMBER OF CASES TO SOLVE = 5 NUMBER OF CASES TO SOLVE PER BLOCK = 5 LINEAR STATIC CASES TO BE SOLVED: CASE: DEAD CASE: X CASE: Y CASE: Z CASE: LIVE E I G E N M O D A L A N A L Y S I S 15:43:48 CASE: MODAL USING STIFFNESS AT ZERO UNSTRESSED INITIAL CONDITIONS NUMBER OF STIFFNESS DEGREES OF FREEDOM = 24 NUMBER OF MASS DEGREES OF FREEDOM = 12 MAXIMUM NUMBER OF EIGEN MODES SOUGHT = 12 MINIMUM NUMBER OF EIGEN MODES SOUGHT = 1 NUMBER OF RESIDUAL-MASS MODES SOUGHT = 0 NUMBER OF SUBSPACE VECTORS USED = 12 RELATIVE CONVERGENCE TOLERANCE = 1.00E-09 FREQUENCY SHIFT CENTER CYCTIME = .000000 FREQUENCY CUTOFF RADIUS CYCTIME = -INFINITY- ALLOW AUTOMATIC FREQUENCY SHIFTING = NO Found mode 1 of 12: EV= 8.8150283E+02, f= 4.725328, T= 0.211626 Found mode 2 of 12: EV= 8.8150283E+02, f= 4.725328, T= 0.211626 Found mode 3 of 12: EV= 9.7303783E+02, f= 4.964608, T= 0.201426 Found mode 4 of 12: EV= 1.3842859E+03, f= 5.921518, T= 0.168876 Found mode 5 of 12: EV= 3.3279669E+05, f= 91.814153, T= 0.010892 Found mode 6 of 12: EV= 3.3324094E+05, f= 91.875413, T= 0.010884 Found mode 7 of 12: EV= 3.3324094E+05, f= 91.875413, T= 0.010884 Found mode 8 of 12: EV= 3.3378086E+05, f= 91.949813, T= 0.010875 Found mode 9 of 12: EV= 4.2660887E+05, f= 103.952532, T= 0.009620 Found mode 10 of 12: EV= 4.2660887E+05, f= 103.952532, T= 0.009620 Found mode 11 of 12: EV= 4.2686933E+05, f= 103.984261, T= 0.009617 Found mode 12 of 12: EV= 4.2686933E+05, f= 103.984261, T= 0.009617 NUMBER OF EIGEN MODES FOUND = 12 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 NUMBER OF ITERATIONS PERFORMED = 1 NUMBER OF STIFFNESS SHIFTS = 0 M O D A L P E R I O D S A N D F R E Q U E N C I E S CASE: MODAL MODE PERIOD FREQUENCY FREQUENCY EIGENVALUE MODAL MODAL T CYCT RADT RADT2 STIFFNESS MASS 1 0.211626 4.725328 29.690113 881.502832 881.502832 1.000000 2 0.211626 4.725328 29.690113 881.502832 881.502832 1.000000 3 0.201426 4.964608 31.193554 973.037833 973.037833 1.000000 4 0.168876 5.921518 37.205993 1384.286 1384.286 1.000000 5 0.010892 91.814153 576.885337 332796.692 332796.692 1.000000 6 0.010884 91.875413 577.270247 333240.938 333240.938 1.000000 7 0.010884 91.875413 577.270247 333240.938 333240.938 1.000000 8 0.010875 91.949813 577.737711 333780.863 333780.863 1.000000 9 0.009620 103.952532 653.153024 426608.873 426608.873 1.000000 10 0.009620 103.952532 653.153024 426608.873 426608.873 1.000000 11 0.009617 103.984261 653.352381 426869.333 426869.333 1.000000 12 0.009617 103.984261 653.352381 426869.333 426869.333 1.000000 M O D A L L O A D P A R T I C I P A T I O N R A T I O S CASE: MODAL LOAD, ACC, OR LINKDEF STATIC DYNAMIC EFFECTIVE TYPE NAME PERCENT PERCENT PERIOD ACC UX 100.0000 100.0000 0.211626 ACC UY 100.0000 100.0000 0.211626 ACC UZ 100.0000 100.0000 0.010892 ACC RX 100.0000 100.0000 0.211470 ACC RY 100.0000 100.0000 0.211470 ACC RZ 100.0000 100.0000 0.201426 NOTE: DYNAMIC LOAD PARTICIPATION RATIO EXCLUDES LOAD APPLIED TO NON-MASS DEGREES OF FREEDOM A N A L Y S I S C O M P L E T E 20080327 15:43:49 Tabel 1: Assembled Joint Masses Joint U1 U2 U3 R1 R2 R3 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Text Kgf-s2m Kgf-s2m Kgf-s2m Kgf-m- s2 Kgf-m- s2 Kgf-m- s2 1 118.8319355 118.8319355 118.8319355 2 118.8319355 118.8319355 118.8319355 3 118.8319355 118.8319355 118.8319355 4 118.8319355 118.8319355 118.8319355 5 118.8319355 118.8319355 118.8319355 6 118.8319355 118.8319355 118.8319355 7 118.8319355 118.8319355 118.8319355 8 118.8319355 118.8319355 118.8319355 Tabel 2 : Base Reactions Output Ca se CaseType GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m DEAD LinStatic -1.42E-14 1.42E-14 9322.746 -6.25E-13 0 -6.31E-14 XCentroid FX YCentroid FX ZcentroidF X XCentroid FY YCentroid FY ZCentroid FY XCentroid FZ YCentroid FZ m m M m m m m m 9.31E+16 -8 4 -9.31E+16 0 -9.76E-17 -9.76E-17 Tabel 3 : Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF TransAccSF Text Text Text Unitless msec2 DEAD Load case DEAD 1 X Accel Accel UX 9.8 Y Accel Accel UY 9.8 Z Accel Accel UZ 9.8 LIVE Load case LIVE 1 Tabel 4: Combination Definitions ComboName ComboType CaseType CaseName ScaleFactor Text Text Text Text Unitless Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 COMB1 Linear Add Linear Static DEAD 1 COMB1 Linear Static LIVE 1 COMB2 Linear Add Linear Static DEAD 1.4 COMB3 Linear Add Linear Static DEAD 1.2 COMB3 Linear Static LIVE 1.6 COMB4 Linear Add Linear Static DEAD 1.05 COMB4 Linear Static LIVE 0.6 COMB4 Linear Static X 1 COMB4 Linear Static Y 0.3 COMB5 Linear Add Linear Static DEAD 1.05 COMB5 Linear Static LIVE 0.6 COMB5 Linear Static X 0.3 COMB5 Linear Static Y 1 Tabel 5 : Connectivity - Frame Frame JointI JointJ IsCurved Length CentroidX CentroidY CentroidZ Text Text Text YesNo m m m m 1 1 2 No 4 -3 -3 2 2 3 4 No 4 -3 3 2 3 5 6 No 4 3 -3 2 4 7 8 No 4 3 3 2 5 2 6 No 6 -3 4 6 4 8 No 6 3 4 7 2 4 No 6 -3 4 8 6 8 No 6 3 4 9 3 7 No 6 3 10 7 5 No 6 3 11 5 1 No 6 -3 12 1 3 No 6 -3 Tabel 6: Element Forces – Frames Frame Station OutputCase CaseType P V2 V3 T M2 M3 FrameElem ElemStation Text m Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m Text m 1 0 DEAD LinStatic -1465.69 -110.259 -110.259 1.12E-15 -145.961 -145.961 1 0 1 2 DEAD LinStatic -1165.34 -110.259 -110.259 1.12E-15 74.55715 74.55715 1 2 1 4 DEAD LinStatic -864.997 -110.259 -110.259 1.12E-15 295.0748 295.0748 1 4 2 0 DEAD LinStatic -1465.69 -110.259 110.2588 2.26E-15 145.9605 -145.961 2 0 2 2 DEAD LinStatic -1165.34 -110.259 110.2588 2.26E-15 -74.5571 74.55715 2 2 2 4 DEAD LinStatic -864.997 -110.259 110.2588 2.26E-15 -295.075 295.0748 2 4 Tabel 6: Lanjutan 3 0 DEAD LinStatic -1465.69 110.2588 -110.259 2.27E-15 -145.961 145.9605 3 0 3 2 DEAD LinStatic -1165.34 110.2588 -110.259 2.27E-15 74.55715 -74.5571 3 2 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 3 4 DEAD LinStatic -864.997 110.2588 -110.259 2.27E-15 295.0748 -295.075 3 4 4 0 DEAD LinStatic -1465.69 110.2588 110.2588 6.02E-16 145.9605 145.9605 4 0 4 2 DEAD LinStatic -1165.34 110.2588 110.2588 6.02E-16 -74.5571 -74.5571 4 2 4 4 DEAD LinStatic -864.997 110.2588 110.2588 6.02E-16 -295.075 -295.075 4 4 5 0 DEAD LinStatic -110.259 -432.499 1.04E-16 -3.55E-15 -3.61E-16 -295.075 5 0 5 0.5 DEAD LinStatic -110.259 -360.415 1.04E-16 -3.55E-15 -4.13E-16 -96.8463 5 0.5 5 1 DEAD LinStatic -110.259 -288.332 1.04E-16 -3.55E-15 -4.65E-16 65.34065 5 1 5 1.5 DEAD LinStatic -110.259 -216.249 1.04E-16 -3.55E-15 -5.17E-16 191.4861 5 1.5 5 2 DEAD LinStatic -110.259 -144.166 1.04E-16 -3.55E-15 -5.69E-16 281.5899 5 2 5 2.5 DEAD LinStatic -110.259 -72.0831 1.04E-16 -3.55E-15 -6.21E-16 335.6522 5 2.5 5 3 DEAD LinStatic -110.259 -1.14E-13 1.04E-16 -3.55E-15 -6.73E-16 353.673 5 3 5 3.5 DEAD LinStatic -110.259 72.08309 1.04E-16 -3.55E-15 -7.25E-16 335.6522 5 3.5 5 4 DEAD LinStatic -110.259 144.1662 1.04E-16 -3.55E-15 -7.77E-16 281.5899 5 4 5 4.5 DEAD LinStatic -110.259 216.2493 1.04E-16 -3.55E-15 -8.29E-16 191.4861 5 4.5 5 5 DEAD LinStatic -110.259 288.3324 1.04E-16 -3.55E-15 -8.81E-16 65.34065 5 5 5 5.5 DEAD LinStatic -110.259 360.4155 1.04E-16 -3.55E-15 -9.33E-16 -96.8463 5 5.5 5 6 DEAD LinStatic -110.259 432.4985 1.04E-16 -3.55E-15 -9.85E-16 -295.075 5 6 6 0 DEAD LinStatic -110.259 -432.499 -2.08E-16 -3.55E-15 3.61E-16 -295.075 6 0 6 0.5 DEAD LinStatic -110.259 -360.415 -2.08E-16 -3.55E-15 4.65E-16 -96.8463 6 0.5 6 1 DEAD LinStatic -110.259 -288.332 -2.08E-16 -3.55E-15 5.69E-16 65.34065 6 1 6 1.5 DEAD LinStatic -110.259 -216.249 -2.08E-16 -3.55E-15 6.73E-16 191.4861 6 1.5 6 2 DEAD LinStatic -110.259 -144.166 -2.08E-16 -3.55E-15 7.77E-16 281.5899 6 2 6 2.5 DEAD LinStatic -110.259 -72.0831 -2.08E-16 -3.55E-15 8.81E-16 335.6522 6 2.5 6 3 DEAD LinStatic -110.259 -1.14E-13 -2.08E-16 -3.55E-15 9.85E-16 353.673 6 3 6 3.5 DEAD LinStatic -110.259 72.08309 -2.08E-16 -3.55E-15 1.09E-15 335.6522 6 3.5 6 4 DEAD LinStatic -110.259 144.1662 -2.08E-16 -3.55E-15 1.19E-15 281.5899 6 4 6 4.5 DEAD LinStatic -110.259 216.2493 -2.08E-16 -3.55E-15 1.30E-15 191.4861 6 4.5 6 5 DEAD LinStatic -110.259 288.3324 -2.08E-16 -3.55E-15 1.40E-15 65.34065 6 5 6 5.5 DEAD LinStatic -110.259 360.4155 -2.08E-16 -3.55E-15 1.51E-15 -96.8463 6 5.5 6 6 DEAD LinStatic -110.259 432.4985 -2.08E-16 -3.55E-15 1.61E-15 -295.075 6 6 7 0 DEAD LinStatic -110.259 -432.499 -1.09E-15 3.55E-15 -3.94E-15 -295.075 7 0 7 0.5 DEAD LinStatic -110.259 -360.415 -1.09E-15 3.55E-15 -3.40E-15 -96.8463 7 0.5 7 1 DEAD LinStatic -110.259 -288.332 -1.09E-15 3.55E-15 -2.85E-15 65.34065 7 1 7 1.5 DEAD LinStatic -110.259 -216.249 -1.09E-15 3.55E-15 -2.31E-15 191.4861 7 1.5 7 2 DEAD LinStatic -110.259 -144.166 -1.09E-15 3.55E-15 -1.76E-15 281.5899 7 2 7 2.5 DEAD LinStatic -110.259 -72.0831 -1.09E-15 3.55E-15 -1.22E-15 335.6522 7 2.5 7 3 DEAD LinStatic -110.259 -1.14E-13 -1.09E-15 3.55E-15 -6.73E-16 353.673 7 3 7 3.5 DEAD LinStatic -110.259 72.08309 -1.09E-15 3.55E-15 -1.28E-16 335.6522 7 3.5 7 4 DEAD LinStatic -110.259 144.1662 -1.09E-15 3.55E-15 4.16E-16 281.5899 7 4 7 4.5 DEAD LinStatic -110.259 216.2493 -1.09E-15 3.55E-15 9.61E-16 191.4861 7 4.5 7 5 DEAD LinStatic -110.259 288.3324 -1.09E-15 3.55E-15 1.51E-15 65.34065 7 5 7 5.5 DEAD LinStatic -110.259 360.4155 -1.09E-15 3.55E-15 2.05E-15 -96.8463 7 5.5 7 6 DEAD LinStatic -110.259 432.4985 -1.09E-15 3.55E-15 2.60E-15 -295.075 7 6 Tabel 6: Lanjutan 8 0 DEAD LinStatic -110.259 -432.499 -1.39E-15 0 -3.22E-15 -295.075 8 0 8 0.5 DEAD LinStatic -110.259 -360.415 -1.39E-15 0 -2.52E-15 -96.8463 8 0.5 8 1 DEAD LinStatic -110.259 -288.332 -1.39E-15 0 -1.82E-15 65.34065 8 1 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 8 1.5 DEAD LinStatic -110.259 -216.249 -1.39E-15 0 -1.13E-15 191.4861 8 1.5 8 2 DEAD LinStatic -110.259 -144.166 -1.39E-15 0 -4.30E-16 281.5899 8 2 8 2.5 DEAD LinStatic -110.259 -72.0831 -1.39E-15 0 2.67E-16 335.6522 8 2.5 8 3 DEAD LinStatic -110.259 -1.14E-13 -1.39E-15 0 9.65E-16 353.673 8 3 8 3.5 DEAD LinStatic -110.259 72.08309 -1.39E-15 0 1.66E-15 335.6522 8 3.5 8 4 DEAD LinStatic -110.259 144.1662 -1.39E-15 0 2.36E-15 281.5899 8 4 8 4.5 DEAD LinStatic -110.259 216.2493 -1.39E-15 0 3.06E-15 191.4861 8 4.5 8 5 DEAD LinStatic -110.259 288.3324 -1.39E-15 0 3.75E-15 65.34065 8 5 8 5.5 DEAD LinStatic -110.259 360.4155 -1.39E-15 0 4.45E-15 -96.8463 8 5.5 8 6 DEAD LinStatic -110.259 432.4985 -1.39E-15 0 5.15E-15 -295.075 8 6 9 0 DEAD LinStatic -432.499 0 0 0 -432.499 9 0 9 0.5 DEAD LinStatic -360.415 0 0 0 -234.27 9 0.5 9 1 DEAD LinStatic -288.332 0 0 0 -72.0831 9 1 9 1.5 DEAD LinStatic -216.249 0 0 0 54.06232 9 1.5 9 2 DEAD LinStatic -144.166 0 0 0 144.1662 9 2 9 2.5 DEAD LinStatic -72.0831 0 0 0 198.2285 9 2.5 9 3 DEAD LinStatic -4.55E-13 0 0 0 216.2493 9 3 9 3.5 DEAD LinStatic 72.08309 0 0 0 198.2285 9 3.5 9 4 DEAD LinStatic 144.1662 0 0 0 144.1662 9 4 9 4.5 DEAD LinStatic 216.2493 0 0 0 54.06232 9 4.5 9 5 DEAD LinStatic 288.3324 0 0 0 -72.0831 9 5 9 5.5 DEAD LinStatic 360.4155 0 0 0 -234.27 9 5.5 9 6 DEAD LinStatic 432.4985 0 0 0 -432.499 9 6 10 0 DEAD LinStatic -432.499 0 0 0 -432.499 10 0 10 0.5 DEAD LinStatic -360.415 0 0 0 -234.27 10 0.5 10 1 DEAD LinStatic -288.332 0 0 0 -72.0831 10 1 10 1.5 DEAD LinStatic -216.249 0 0 0 54.06232 10 1.5 10 2 DEAD LinStatic -144.166 0 0 0 144.1662 10 2 10 2.5 DEAD LinStatic -72.0831 0 0 0 198.2285 10 2.5 10 3 DEAD LinStatic -4.55E-13 0 0 0 216.2493 10 3 10 3.5 DEAD LinStatic 72.08309 0 0 0 198.2285 10 3.5 10 4 DEAD LinStatic 144.1662 0 0 0 144.1662 10 4 10 4.5 DEAD LinStatic 216.2493 0 0 0 54.06232 10 4.5 10 5 DEAD LinStatic 288.3324 0 0 0 -72.0831 10 5 10 5.5 DEAD LinStatic 360.4155 0 0 0 -234.27 10 5.5 10 6 DEAD LinStatic 432.4985 0 0 0 -432.499 10 6 11 0 DEAD LinStatic -432.499 0 0 0 -432.499 11 0 11 0.5 DEAD LinStatic -360.415 0 0 0 -234.27 11 0.5 11 1 DEAD LinStatic -288.332 0 0 0 -72.0831 11 1 11 1.5 DEAD LinStatic -216.249 0 0 0 54.06232 11 1.5 11 2 DEAD LinStatic -144.166 0 0 0 144.1662 11 2 11 2.5 DEAD LinStatic -72.0831 0 0 0 198.2285 11 2.5 Tabel 6: Lanjutan 11 3 DEAD LinStatic -4.55E-13 0 0 0 216.2493 11 3 11 3.5 DEAD LinStatic 72.08309 0 0 0 198.2285 11 3.5 11 4 DEAD LinStatic 144.1662 0 0 0 144.1662 11 4 11 4.5 DEAD LinStatic 216.2493 0 0 0 54.06232 11 4.5 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 11 5 DEAD LinStatic 288.3324 0 0 0 -72.0831 11 5 11 5.5 DEAD LinStatic 360.4155 0 0 0 -234.27 11 5.5 11 6 DEAD LinStatic 432.4985 0 0 0 -432.499 11 6 12 0 DEAD LinStatic -432.499 0 0 0 -432.499 12 0 12 0.5 DEAD LinStatic -360.415 0 0 0 -234.27 12 0.5 12 1 DEAD LinStatic -288.332 0 0 0 -72.0831 12 1 12 1.5 DEAD LinStatic -216.249 0 0 0 54.06232 12 1.5 12 2 DEAD LinStatic -144.166 0 0 0 144.1662 12 2 12 2.5 DEAD LinStatic -72.0831 0 0 0 198.2285 12 2.5 12 3 DEAD LinStatic -4.55E-13 0 0 0 216.2493 12 3 12 3.5 DEAD LinStatic 72.08309 0 0 0 198.2285 12 3.5 12 4 DEAD LinStatic 144.1662 0 0 0 144.1662 12 4 12 4.5 DEAD LinStatic 216.2493 0 0 0 54.06232 12 4.5 12 5 DEAD LinStatic 288.3324 0 0 0 -72.0831 12 5 12 5.5 DEAD LinStatic 360.4155 0 0 0 -234.27 12 5.5 12 6 DEAD LinStatic 432.4985 0 0 0 -432.499 12 6 Tabel 7: Element Joint Forces - Frames Frame Joint OutputCase CaseType F1 F2 F3 M1 M2 M3 Text Text Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m 1 1 DEAD LinStatic 110.2588 110.2588 1465.69 -145.961 145.9605 -1.12E-15 1 2 DEAD LinStatic -110.259 -110.259 -864.997 -295.075 295.0748 1.12E-15 2 3 DEAD LinStatic 110.2588 -110.259 1465.69 145.9605 145.9605 -2.26E-15 2 4 DEAD LinStatic -110.259 110.2588 -864.997 295.0748 295.0748 2.26E-15 3 5 DEAD LinStatic -110.259 110.2588 1465.69 -145.961 -145.961 -2.27E-15 3 6 DEAD LinStatic 110.2588 -110.259 -864.997 -295.075 -295.075 2.27E-15 4 7 DEAD LinStatic -110.259 -110.259 1465.69 145.9605 -145.961 -6.02E-16 4 8 DEAD LinStatic 110.2588 110.2588 -864.997 295.0748 -295.075 6.02E-16 5 2 DEAD LinStatic 110.2588 1.01E-16 432.4985 3.67E-15 -295.075 -3.90E-16 5 6 DEAD LinStatic -110.259 -1.01E- 16 432.4985 -3.67E- 15 295.0748 9.82E-16 6 4 DEAD LinStatic 110.2588 -2.05E- 16 432.4985 4.62E-15 -295.075 3.48E-16 6 8 DEAD LinStatic -110.259 2.05E-16 432.4985 -4.62E- 15 295.0748 -1.59E-15 7 2 DEAD LinStatic 1.10E-15 110.2588 432.4985 295.0748 -4.59E- 15 -3.96E-15 7 4 DEAD LinStatic -1.10E-15 -110.259 432.4985 -295.075 4.59E-15 -2.62E-15 8 6 DEAD LinStatic 1.39E-15 110.2588 432.4985 295.0748 -9.35E- 16 -3.21E-15 8 8 DEAD LinStatic -1.39E-15 -110.259 432.4985 -295.075 9.35E-16 -5.17E-15 9 3 DEAD LinStatic 0 432.4985 0 -432.499 Tabel 7: Lanjutan 9 7 DEAD LinStatic 0 432.4985 0 432.4985 0 10 7 DEAD LinStatic 0 432.4985 -432.499 0 10 5 DEAD LinStatic 0 432.4985 432.4985 0 11 5 DEAD LinStatic 0 432.4985 0 432.4985 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 11 1 DEAD LinStatic 0 432.4985 0 -432.499 12 1 DEAD LinStatic 0 432.4985 432.4985 0 12 3 DEAD LinStatic 0 432.4985 -432.499 0 Tabel 8: Frame Loads - Distributed Frame LoadCase CoordSys Type Dir DistType RelDistA RelDistB AbsDistA AbsDistB FOverLA FOverLB Text Text Text Text Text Text Unitless Unitless m m Kgfm Kgfm 5 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 6 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 7 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 8 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 9 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 10 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 11 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 12 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 Tabel 9: Frame Section Assignments Frame SectionType AutoSelect AnalSect DesignSect MatProp Text Text Text Text Text Text 1 Rectangular N.A. K25X25 K25X25 Default 2 Rectangular N.A. K25X25 K25X25 Default 3 Rectangular N.A. K25X25 K25X25 Default 4 Rectangular N.A. K25X25 K25X25 Default 5 Rectangular N.A. B20X30 B20X30 Default 6 Rectangular N.A. B20X30 B20X30 Default 7 Rectangular N.A. B20X30 B20X30 Default 8 Rectangular N.A. B20X30 B20X30 Default 9 Rectangular N.A. B20X30 B20X30 Default 10 Rectangular N.A. B20X30 B20X30 Default 11 Rectangular N.A. B20X30 B20X30 Default 12 Rectangular N.A. B20X30 B20X30 Default Tabel 10: Function – Time Hystory Name Time Value Text Sec Unitless Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 ELCENTRO 0 0.0108 ELCENTRO 0.161 -0.0001 ELCENTRO 0.291 0.0059 ELCENTRO 0.429 -0.0237 ELCENTRO 0.623 0.0094 ELCENTRO 0.7201 -0.0256 ELCENTRO 0.872 -0.0232 ELCENTRO 0.9411 -0.0603 ELCENTRO 1.0661 -0.0381 ELCENTRO 1.315 -0.1696 ELCENTRO 1.44 -0.0945 ELCENTRO 1.537 -0.128 ELCENTRO 1.8 0.1428 ELCENTRO 2.007 -0.3194 ELCENTRO 2.32 -0.2984 ELCENTRO 2.519 -0.0469 ELCENTRO 2.708 0.1087 ELCENTRO 2.976 -0.0803 ELCENTRO 3.212 0.0065 ELCENTRO 3.419 -0.0937 ELCENTRO 3.668 0.0365 ELCENTRO 3.904 -0.1833 ELCENTRO 4.106 0.0216 ELCENTRO 4.416 0.146 ELCENTRO 4.665 -0.2045 ELCENTRO 4.97 0.1779 ELCENTRO 5.199 0.0267 ELCENTRO 5.33 0.1089 ELCENTRO 5.51 -0.1021 ELCENTRO 5.773 -0.0242 ELCENTRO 5.869 -0.0573 ELCENTRO 5.98 0.0108 ELCENTRO 6.132 0.0014 ELCENTRO 6.1881 -0.02 ELCENTRO 6.326 -0.0058 ELCENTRO 6.409 0.02 ELCENTRO 6.52 0.0043 ELCENTRO 6.575 -0.0017 ELCENTRO 6.686 0.0457 ELCENTRO 6.769 -0.0288 ELCENTRO 6.852 0.0022 ELCENTRO 7.074 0.036 Tabel 10 Lanjutan ELCENTRO 7.149 0.0026 ELCENTRO 7.295 -0.0492 ELCENTRO 7.425 0.0186 ELCENTRO 7.572 0.0036 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 ELCENTRO 7.669 -0.0196 ELCENTRO 7.794 -0.0603 ELCENTRO 7.96 -0.014 ELCENTRO 8.07 0.0468 ELCENTRO 8.195 -0.0128 ELCENTRO 8.334 0.0246 ELCENTRO 8.533 -0.0344 ELCENTRO 8.735 0.1534 ELCENTRO 8.882 -0.0261 ELCENTRO 9.053 0.126 ELCENTRO 9.15 0.1246 ELCENTRO 9.427 0.1301 ELCENTRO 9.635 -0.0936 ELCENTRO 9.898 0.0064 ELCENTRO 10.022 -0.0713 ELCENTRO 10.105 0.0093 ELCENTRO 10.272 -0.1243 ELCENTRO 10.452 0.0386 ELCENTRO 10.534 -0.0572 ELCENTRO 10.714 0.0515 ELCENTRO 10.922 0.0471 ELCENTRO 10.991 -0.012 ELCENTRO 11.116 -0.0416 ELCENTRO 11.227 0.0756 ELCENTRO 11.434 0.118 ELCENTRO 11.725 -0.2094 ELCENTRO 11.808 ELCENTRO 11.988 0.1354 Tabel 11: Joint Coordinates Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ Text Text Text m m m YesNo m m m 1 GLOBAL Cartesian -3 -3 0 No -3 -3 0 2 GLOBAL Cartesian -3 -3 4 No -3 -3 4 3 GLOBAL Cartesian -3 3 0 No -3 3 0 4 GLOBAL Cartesian -3 3 4 No -3 3 4 5 GLOBAL Cartesian 3 -3 0 No 3 -3 0 6 GLOBAL Cartesian 3 -3 4 No 3 -3 4 7 GLOBAL Cartesian 3 3 0 No 3 3 0 8 GLOBAL Cartesian 3 3 4 No 3 3 4 Tabel 12: Joint Displacements Joint OutputCase Text CaseType U1 U2 U3 R1 R2 R3 Text Text Text m m m Radians Radians Radians 1 DEAD LinStatic 0 0 0 0 0 0 2 DEAD LinStatic 2.18E-06 2.18E-06 -2.95E-05 -3.62E-04 3.62E-04 7.70E-21 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 3 DEAD LinStatic 0 0 0 0 0 0 4 DEAD LinStatic 2.18E-06 -2.18E-06 -2.95E-05 3.62E-04 3.62E-04 1.56E-20 5 DEAD LinStatic 0 0 0 0 0 0 6 DEAD LinStatic -2.18E-06 2.18E-06 -2.95E-05 -3.62E-04 -3.62E-04 1.57E-20 7 DEAD LinStatic 0 0 0 0 0 0 8 DEAD LinStatic -2.18E-06 -2.18E-06 -2.95E-05 3.62E-04 -3.62E-04 4.15E-21 Tabel 13: Joint Reactions Joint OutputCase CaseType F1 F2 F3 M1 M2 M3 Text Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m 1 DEAD LinStatic 110.2588 110.2588 2330.687 286.538 -286.538 -1.12E-15 3 DEAD LinStatic 110.2588 -110.259 2330.687 -286.538 -286.538 -2.26E-15 5 DEAD LinStatic -110.259 110.2588 2330.687 286.538 286.538 -2.27E-15 7 DEAD LinStatic -110.259 -110.259 2330.687 -286.538 286.538 -6.02E-16 Tabel 14: Material List 2 - By Section Property Section ObjectType NumPieces TotalLength TotalWeight Text Text Unitless m Kgf K25X25 Frame 4 16 2402.7697 B20X30 Frame 8 48 6919.976736 4. 9. Analisa Three Dimensional Bangunan Single Story Dengan Multy Friction Pendulum Sistem Dengan SAP 2000 Versi 10 Data : Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Panjang : 6 meter Lebar : 6 meter Tinggi : 4 meter Tebal kolom : 25 x 25 cm Tebal balok : 20 x 30 cm Jari- jari MFPS : 4 meter Gambar 25: Frame Section Assignment Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 26 : Local Axes Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 27: Conectivity Multy Friction Pendulum System Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 28: Frame Loads - Distributed Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 29: Axial Force Diagram - mode 1- Periode 3,38840 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Gambar 30 : Longitudinal Reinforcing Area Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Displacement = 2, 29 cm Period = 0, 2882 det Gambar 31: Displacement Tampak 2 Dimensi pada Sumbu X Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Displacement = 2, 29 cm Period = 0,28821 det Gambar 32: Displacement Tampak 2 Dimensi Pada Sumbu Y Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 B E G I N A N A L Y S I S 20080325 05:17:21 MAXIMUM MEMORY BLOCK SIZE BYTES = 59.843 MB NUMBER OF JOINTS IN THE MODEL = 12 E L E M E N T F O R M A T I O N 05:17:21 NUMBER OF FRAME ELEMENTS FORMED = 12 NUMBER OF LINK ELEMENTS FORMED = 4 NUMBER OF NONLINEAR DEFORMATION LOADS = 12 NUMBER OF CONSTRAINTS FORMED = 4 REDUCTION OF CONSTRAINTS AND RESTRAINTS: NUMBER OF CONSTRAINT MASTER DOF BEFORE REDUCTION = 12 COUPLED CONSTRAINTRESTRAINT MASTER DOF = 0 CONSTRAINT MASTER DOF AFTER REDUCTION = 12 L I N E A R E Q U A T I O N S O L U T I O N 05:17:21 FORMING STIFFNESS AT ZERO UNSTRESSED INITIAL CONDITIONS TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 44 NUMBER OF NON-ZERO STIFFNESS TERMS = 508 NUMBER OF EIGENVALUES BELOW SHIFT = 0 L I N E A R S T A T I C C A S E S 05:17:21 USING STIFFNESS AT ZERO UNSTRESSED INITIAL CONDITIONS TOTAL NUMBER OF CASES TO SOLVE = 5 NUMBER OF CASES TO SOLVE PER BLOCK = 5 LINEAR STATIC CASES TO BE SOLVED: CASE: DEAD CASE: X CASE: Y CASE: Z CASE: LIVE E I G E N M O D A L A N A L Y S I S 05:17:21 CASE: MODAL USING STIFFNESS AT ZERO UNSTRESSED INITIAL CONDITIONS NUMBER OF STIFFNESS DEGREES OF FREEDOM = 44 NUMBER OF MASS DEGREES OF FREEDOM = 20 MAXIMUM NUMBER OF EIGEN MODES SOUGHT = 12 MINIMUM NUMBER OF EIGEN MODES SOUGHT = 1 NUMBER OF RESIDUAL-MASS MODES SOUGHT = 0 NUMBER OF SUBSPACE VECTORS USED = 20 RELATIVE CONVERGENCE TOLERANCE = 1.00E-09 FREQUENCY SHIFT CENTER CYCTIME = .000000 FREQUENCY CUTOFF RADIUS CYCTIME = -INFINITY- ALLOW AUTOMATIC FREQUENCY SHIFTING = NO Found mode 1 of 12: EV= 3.4385171E+00, f= 0.295125, T= 3.388397 Found mode 2 of 12: EV= 3.4574105E+00, f= 0.295935, T= 3.379126 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Found mode 3 of 12: EV= 3.4770800E+00, f= 0.296775, T= 3.369555 Found mode 4 of 12: EV= 4.7526672E+02, f= 3.469675, T= 0.288211 Found mode 5 of 12: EV= 1.2242671E+03, f= 5.568756, T= 0.179573 Found mode 6 of 12: EV= 1.2380872E+03, f= 5.600099, T= 0.178568 Found mode 7 of 12: EV= 1.4318540E+03, f= 6.022399, T= 0.166047 Found mode 8 of 12: EV= 1.7839103E+03, f= 6.722126, T= 0.148762 Found mode 9 of 12: EV= 3.3271418E+05, f= 91.802771, T= 0.010893 Found mode 10 of 12: EV= 3.3313081E+05, f= 91.860230, T= 0.010886 Found mode 11 of 12: EV= 3.3324362E+05, f= 91.875783, T= 0.010884 Found mode 12 of 12: EV= 3.3376782E+05, f= 91.948016, T= 0.010876 NUMBER OF EIGEN MODES FOUND = 12 NUMBER OF ITERATIONS PERFORMED = 1 NUMBER OF STIFFNESS SHIFTS = 0 M O D A L P E R I O D S A N D F R E Q U E N C I E S CASE: MODAL MODE PERIOD FREQUENCY FREQUENCY EIGENVALUE MODAL MODAL T CYCT RADT RADT2 STIFFNESS MASS 1 3.388397 0.295125 1.854324 3.438517 3.438517 1.000000 2 3.379126 0.295935 1.859411 3.457411 3.457411 1.000000 3 3.369555 0.296775 1.864693 3.477080 3.477080 1.000000 4 0.288211 3.469675 21.800613 475.266717 475.266717 1.000000 5 0.179573 5.568756 34.989529 1224.267 1224.267 1.000000 6 0.178568 5.600099 35.186463 1238.087 1238.087 1.000000 7 0.166047 6.022399 37.839847 1431.854 1431.854 1.000000 8 0.148762 6.722126 42.236362 1783.910 1783.910 1.000000 9 0.010893 91.802771 576.813821 332714.184 332714.184 1.000000 10 0.010886 91.860230 577.174850 333130.808 333130.808 1.000000 11 0.010884 91.875783 577.272570 333243.620 333243.620 1.000000 12 0.010876 91.948016 577.726423 333767.819 333767.819 1.000000 M O D A L L O A D P A R T I C I P A T I O N R A T I O S CASE: MODAL LOAD, ACC, OR LINKDEF STATIC DYNAMIC EFFECTIVE TYPE NAME PERCENT PERCENT PERIOD ACC UX 100.0000 100.0000 3.369575 ACC UY 100.0000 100.0000 3.388397 ACC UZ 99.9644 99.9544 0.010925 ACC RX 100.0000 99.9836 3.383730 ACC RY 100.0000 100.0000 3.364475 ACC RZ 100.0000 100.0000 3.379106 NOTE: DYNAMIC LOAD PARTICIPATION RATIO EXCLUDES LOAD APPLIED TO NON-MASS DEGREES OF FREEDOM A N A L Y S I S C O M P L E T E 20080325 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 15: Assembled Joint Masses Joint U1 U2 U3 R1 R2 R3 Text Kgf-s2m Kgf-s2m Kgf-s2m Kgf-m- s2 Kgf-m- s2 Kgf-m- s2 1 118.8319355 118.8319355 118.8319355 0 0 0 2 118.8319355 118.8319355 118.8319355 0 0 0 3 118.8319355 118.8319355 118.8319355 0 0 0 4 118.8319355 118.8319355 118.8319355 0 0 0 5 118.8319355 118.8319355 118.8319355 0 0 0 6 118.8319355 118.8319355 118.8319355 0 0 0 7 118.8319355 118.8319355 118.8319355 0 0 0 8 118.8319355 118.8319355 118.8319355 0 0 0 9 0 0 0 0 0 10 0 0 0 0 0 11 0 0 0 0 0 12 0 0 0 0 0 Tabel 16: Base Reactions Output Case CaseType GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m DEAD LinStatic -2.84E-14 9322.7464 -2.44E-12 5.89E-13 -2.27E-13 XCentroid FX YCentroid FX ZCentroid FX XCentroid FY YCentroid FY ZCentroid FY XCentroid FZ YCentroid FZ ZCentroid FZ m m m m m m M m m -233.6073 -1.82E-04 -2.04E-03 6.4E+09 1.126E+12 3.362E+09 1.53E-11 -1.46E-16 3.22E-09 Tabel 17: Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF TransAccSF Text Text Text Unitless msec2 DEAD Load case DEAD 1 X Accel Accel UX 9.8 Y Accel Accel UY 9.8 Z Accel Accel UZ 9.8 LIVE Load case LIVE 1 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 18: Combination Definitions ComboName ComboType CaseType CaseName ScaleFactor Text Text Text Text Unitless COMB1 Linear Add Linear Static DEAD 1 COMB1 Linear Static LIVE 1 COMB2 Linear Add Linear Static DEAD 1.4 COMB3 Linear Add Linear Static DEAD 1.2 COMB3 Linear Static LIVE 1.6 COMB4 Linear Add Linear Static DEAD 1.05 COMB4 Linear Static LIVE 0.6 COMB4 Linear Static X 1 COMB4 Linear Static Y 0.3 COMB5 Linear Add Linear Static DEAD 1.05 COMB5 Linear Static LIVE 0.6 COMB5 Linear Static X 0.3 COMB5 Linear Static Y 1 Tabel 19: Connectivity - Frame Frame JointI JointJ IsCurved Length CentroidX CentroidY CentroidZ Text Text Text YesNo m m m m 1 1 2 No 4 -3 -3 2 2 3 4 No 4 -3 3 2 3 5 6 No 4 3 -3 2 4 7 8 No 4 3 3 2 5 2 6 No 6 0 -3 4 6 4 8 No 6 0 3 4 7 2 4 No 6 -3 4 8 6 8 No 6 3 4 9 3 7 No 6 0 3 10 7 5 No 6 3 11 5 1 No 6 0 -3 12 1 3 No 6 -3 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 20: Connectivity - Link Link JointI JointJ Length CentroidX CentroidY CentroidZ Text Text Text m m m m 1 9 1 0.391179039 -3.00159504 -3 -0.195583016 2 10 5 0.391179043 3.001595259 -3 -0.195583016 3 11 3 0.373266054 -3.00159504 3 -0.186626211 4 12 7 0.373266057 3.001595259 3 -0.186626211 Tabel 21: Element Deformations - Links Link LinkElem OutputCase CaseType U1 U2 U3 R1 R2 R3 Text Text Text Text m m m Radians Radians Radians 1 1 DEAD LinStatic -2.91E-24 4.49E-06 3.27E-06 -2.21E-06 -2.71E-04 -2.71E-04 2 2 DEAD LinStatic 9.42E-25 1.27E-06 -3.24E-06 2.22E-06 2.71E-04 -2.71E-04 3 3 DEAD LinStatic -9.34E-25 4.51E-06 -3.24E-06 2.32E-06 2.71E-04 -2.71E-04 4 4 DEAD LinStatic -7.22E-25 1.21E-06 3.27E-06 -2.31E-06 -2.71E-04 -2.71E-04 Tabel 22: Element Forces - Frames Frame Station OutputCase CaseType P V2 V3 T M2 M3 FrameElem ElemStation Text m Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m Text m 1 0 DEAD LinStatic -1465.69 -164.771 -164.757 2.28E-04 -329.515 -329.542 1 0 1 2 DEAD LinStatic -1165.34 -164.771 -164.757 2.28E-04 2.55E-08 2.55E-08 1 2 1 4 DEAD LinStatic -864.997 -164.771 -164.757 2.28E-04 329.5149 329.5419 1 4 2 0 DEAD LinStatic -1465.69 -164.772 164.7575 2.28E-04 329.5149 -329.544 2 0 2 2 DEAD LinStatic -1165.34 -164.772 164.7575 2.28E-04 2.55E-08 -2.55E-08 2 2 2 4 DEAD LinStatic -864.997 -164.772 164.7575 2.28E-04 -329.515 329.5436 2 4 3 0 DEAD LinStatic -1465.69 164.7709 -164.757 -2.28E-04 -329.515 329.5419 3 0 3 2 DEAD LinStatic -1165.34 164.7709 -164.757 -2.28E-04 -2.55E-08 2.55E-08 3 2 3 4 DEAD LinStatic -864.997 164.7709 -164.757 -2.28E-04 329.5149 -329.542 3 4 4 0 DEAD LinStatic -1465.69 164.7718 164.7575 -2.28E-04 329.5149 329.5436 4 0 4 2 DEAD LinStatic -1165.34 164.7718 164.7575 -2.28E-04 -2.55E-08 -2.55E-08 4 2 4 4 DEAD LinStatic -864.997 164.7718 164.7575 -2.28E-04 -329.515 -329.544 4 4 5 0 DEAD LinStatic -164.771 -432.499 -5.94E-06 -2.15E-05 -7.53E-05 -329.542 5 0 5 0.5 DEAD LinStatic -164.771 -360.415 -5.94E-06 -2.15E-05 -7.23E-05 -131.314 5 0.5 5 1 DEAD LinStatic -164.771 -288.332 -5.94E-06 -2.15E-05 -6.93E-05 30.87334 5 1 5 1.5 DEAD LinStatic -164.771 -216.249 -5.94E-06 -2.15E-05 -6.63E-05 157.0187 5 1.5 5 2 DEAD LinStatic -164.771 -144.166 -5.94E-06 -2.15E-05 -6.34E-05 247.1226 5 2 5 2.5 DEAD LinStatic -164.771 -72.0831 -5.94E-06 -2.15E-05 -6.04E-05 301.1849 5 2.5 5 3 DEAD LinStatic -164.771 1.11E-05 -5.94E-06 -2.15E-05 -5.74E-05 319.2057 5 3 5 3.5 DEAD LinStatic -164.771 72.0831 -5.94E-06 -2.15E-05 -5.45E-05 301.1849 5 3.5 5 4 DEAD LinStatic -164.771 144.1662 -5.94E-06 -2.15E-05 -5.15E-05 247.1226 5 4 5 4.5 DEAD LinStatic -164.771 216.2493 -5.94E-06 -2.15E-05 -4.85E-05 157.0187 5 4.5 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 22: Lanjutan 5 5 DEAD LinStatic -164.771 288.3324 -5.94E-06 -2.15E-05 -4.56E-05 30.87329 5 5 5 5.5 DEAD LinStatic -164.771 360.4155 -5.94E-06 -2.15E-05 -4.26E-05 -131.314 5 5.5 5 6 DEAD LinStatic -164.771 432.4986 -5.94E-06 -2.15E-05 -3.96E-05 -329.542 5 6 6 0 DEAD LinStatic -164.772 -432.499 -5.94E-06 -2.15E-05 -7.53E-05 -329.543 6 0 6 0.5 DEAD LinStatic -164.772 -360.415 -5.94E-06 -2.15E-05 -7.23E-05 -131.315 6 0.5 6 1 DEAD LinStatic -164.772 -288.332 -5.94E-06 -2.15E-05 -6.93E-05 30.87211 6 1 6 1.5 DEAD LinStatic -164.772 -216.249 -5.94E-06 -2.15E-05 -6.63E-05 157.0175 6 1.5 6 2 DEAD LinStatic -164.772 -144.166 -5.94E-06 -2.15E-05 -6.34E-05 247.1214 6 2 6 2.5 DEAD LinStatic -164.772 -72.0831 -5.94E-06 -2.15E-05 -6.04E-05 301.1837 6 2.5 6 3 DEAD LinStatic -164.772 -1.11E-05 -5.94E-06 -2.15E-05 -5.74E-05 319.2045 6 3 6 3.5 DEAD LinStatic -164.772 72.08308 -5.94E-06 -2.15E-05 -5.45E-05 301.1837 6 3.5 6 4 DEAD LinStatic -164.772 144.1662 -5.94E-06 -2.15E-05 -5.15E-05 247.1214 6 4 6 4.5 DEAD LinStatic -164.772 216.2493 -5.94E-06 -2.15E-05 -4.85E-05 157.0176 6 4.5 6 5 DEAD LinStatic -164.772 288.3324 -5.94E-06 -2.15E-05 -4.56E-05 30.87216 6 5 6 5.5 DEAD LinStatic -164.772 360.4154 -5.94E-06 -2.15E-05 -4.26E-05 -131.315 6 5.5 6 6 DEAD LinStatic -164.772 432.4985 -5.94E-06 -2.15E-05 -3.96E-05 -329.543 6 6 7 0 DEAD LinStatic -164.757 -432.499 -5.08E-05 -2.35E-04 -1.52E-04 -329.515 7 0 7 0.5 DEAD LinStatic -164.757 -360.415 -5.08E-05 -2.35E-04 -1.27E-04 -131.286 7 0.5 7 1 DEAD LinStatic -164.757 -288.332 -5.08E-05 -2.35E-04 -1.02E-04 30.90055 7 1 7 1.5 DEAD LinStatic -164.757 -216.249 -5.08E-05 -2.35E-04 -7.62E-05 157.046 7 1.5 7 2 DEAD LinStatic -164.757 -144.166 -5.08E-05 -2.35E-04 -5.08E-05 247.1498 7 2 7 2.5 DEAD LinStatic -164.757 -72.0831 -5.08E-05 -2.35E-04 -2.54E-05 301.2121 7 2.5 7 3 DEAD LinStatic -164.757 1.11E-05 -5.08E-05 -2.35E-04 -1.73E-16 319.2329 7 3 7 3.5 DEAD LinStatic -164.757 72.0831 -5.08E-05 -2.35E-04 2.54E-05 301.2121 7 3.5 7 4 DEAD LinStatic -164.757 144.1662 -5.08E-05 -2.35E-04 5.08E-05 247.1498 7 4 7 4.5 DEAD LinStatic -164.757 216.2493 -5.08E-05 -2.35E-04 7.62E-05 157.0459 7 4.5 7 5 DEAD LinStatic -164.757 288.3324 -5.08E-05 -2.35E-04 1.02E-04 30.90051 7 5 7 5.5 DEAD LinStatic -164.757 360.4155 -5.08E-05 -2.35E-04 1.27E-04 -131.286 7 5.5 7 6 DEAD LinStatic -164.757 432.4986 -5.08E-05 -2.35E-04 1.52E-04 -329.515 7 6 8 0 DEAD LinStatic -164.757 -432.499 6.27E-05 2.78E-04 1.88E-04 -329.515 8 0 8 0.5 DEAD LinStatic -164.757 -360.415 6.27E-05 2.78E-04 1.57E-04 -131.286 8 0.5 8 1 DEAD LinStatic -164.757 -288.332 6.27E-05 2.78E-04 1.25E-04 30.90051 8 1 8 1.5 DEAD LinStatic -164.757 -216.249 6.27E-05 2.78E-04 9.40E-05 157.0459 8 1.5 8 2 DEAD LinStatic -164.757 -144.166 6.27E-05 2.78E-04 6.27E-05 247.1498 8 2 8 2.5 DEAD LinStatic -164.757 -72.0831 6.27E-05 2.78E-04 3.13E-05 301.2121 8 2.5 8 3 DEAD LinStatic -164.757 -1.11E-05 6.27E-05 2.78E-04 1.94E-16 319.2329 8 3 8 3.5 DEAD LinStatic -164.757 72.08308 6.27E-05 2.78E-04 -3.13E-05 301.2121 8 3.5 8 4 DEAD LinStatic -164.757 144.1662 6.27E-05 2.78E-04 -6.27E-05 247.1498 8 4 8 4.5 DEAD LinStatic -164.757 216.2493 6.27E-05 2.78E-04 -9.40E-05 157.046 8 4.5 8 5 DEAD LinStatic -164.757 288.3324 6.27E-05 2.78E-04 -1.25E-04 30.90055 8 5 8 5.5 DEAD LinStatic -164.757 360.4154 6.27E-05 2.78E-04 -1.57E-04 -131.286 8 5.5 8 6 DEAD LinStatic -164.757 432.4985 6.27E-05 2.78E-04 -1.88E-04 -329.515 8 6 9 0 DEAD LinStatic 144.8486 -432.499 2.11E-05 -2.15E-05 -2.59E-04 -329.543 9 0 9 0.5 DEAD LinStatic 144.8486 -360.415 2.11E-05 -2.15E-05 -2.70E-04 -131.315 9 0.5 9 1 DEAD LinStatic 144.8486 -288.332 2.11E-05 -2.15E-05 -2.80E-04 30.87211 9 1 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 22: Lanjutan 9 1.5 DEAD LinStatic 144.8486 -216.249 2.11E-05 -2.15E-05 -2.91E-04 157.0175 9 1.5 9 2 DEAD LinStatic 144.8486 -144.166 2.11E-05 -2.15E-05 -3.01E-04 247.1214 9 2 9 2.5 DEAD LinStatic 144.8486 -72.0831 2.11E-05 -2.15E-05 -3.12E-04 301.1837 9 2.5 9 3 DEAD LinStatic 144.8486 -1.11E-05 2.11E-05 -2.15E-05 -3.22E-04 319.2045 9 3 9 3.5 DEAD LinStatic 144.8486 72.08308 2.11E-05 -2.15E-05 -3.33E-04 301.1837 9 3.5 9 4 DEAD LinStatic 144.8486 144.1662 2.11E-05 -2.15E-05 -3.43E-04 247.1214 9 4 9 4.5 DEAD LinStatic 144.8486 216.2493 2.11E-05 -2.15E-05 -3.54E-04 157.0176 9 4.5 9 5 DEAD LinStatic 144.8486 288.3324 2.11E-05 -2.15E-05 -3.64E-04 30.87216 9 5 9 5.5 DEAD LinStatic 144.8486 360.4154 2.11E-05 -2.15E-05 -3.75E-04 -131.315 9 5.5 9 6 DEAD LinStatic 144.8486 432.4985 2.11E-05 -2.15E-05 -3.85E-04 -329.543 9 6 10 0 DEAD LinStatic 164.7548 -432.499 -2.04E-04 2.78E-04 -6.13E-04 -329.515 10 0 10 0.5 DEAD LinStatic 164.7548 -360.415 -2.04E-04 2.78E-04 -5.11E-04 -131.286 10 0.5 10 1 DEAD LinStatic 164.7548 -288.332 -2.04E-04 2.78E-04 -4.09E-04 30.90055 10 1 10 1.5 DEAD LinStatic 164.7548 -216.249 -2.04E-04 2.78E-04 -3.07E-04 157.046 10 1.5 10 2 DEAD LinStatic 164.7548 -144.166 -2.04E-04 2.78E-04 -2.04E-04 247.1498 10 2 10 2.5 DEAD LinStatic 164.7548 -72.0831 -2.04E-04 2.78E-04 -1.02E-04 301.2121 10 2.5 10 3 DEAD LinStatic 164.7548 1.11E-05 -2.04E-04 2.78E-04 -4.09E-16 319.2329 10 3 10 3.5 DEAD LinStatic 164.7548 72.0831 -2.04E-04 2.78E-04 1.02E-04 301.2121 10 3.5 10 4 DEAD LinStatic 164.7548 144.1662 -2.04E-04 2.78E-04 2.04E-04 247.1498 10 4 10 4.5 DEAD LinStatic 164.7548 216.2493 -2.04E-04 2.78E-04 3.07E-04 157.0459 10 4.5 10 5 DEAD LinStatic 164.7548 288.3324 -2.04E-04 2.78E-04 4.09E-04 30.90051 10 5 10 5.5 DEAD LinStatic 164.7548 360.4155 -2.04E-04 2.78E-04 5.11E-04 -131.286 10 5.5 10 6 DEAD LinStatic 164.7548 432.4986 -2.04E-04 2.78E-04 6.13E-04 -329.515 10 6 11 0 DEAD LinStatic 145.7596 -432.499 2.11E-05 -2.15E-05 3.85E-04 -329.542 11 0 11 0.5 DEAD LinStatic 145.7596 -360.415 2.11E-05 -2.15E-05 3.75E-04 -131.314 11 0.5 11 1 DEAD LinStatic 145.7596 -288.332 2.11E-05 -2.15E-05 3.64E-04 30.87329 11 1 11 1.5 DEAD LinStatic 145.7596 -216.249 2.11E-05 -2.15E-05 3.54E-04 157.0187 11 1.5 11 2 DEAD LinStatic 145.7596 -144.166 2.11E-05 -2.15E-05 3.43E-04 247.1226 11 2 11 2.5 DEAD LinStatic 145.7596 -72.0831 2.11E-05 -2.15E-05 3.33E-04 301.1849 11 2.5 11 3 DEAD LinStatic 145.7596 -1.11E-05 2.11E-05 -2.15E-05 3.22E-04 319.2057 11 3 11 3.5 DEAD LinStatic 145.7596 72.08308 2.11E-05 -2.15E-05 3.12E-04 301.1849 11 3.5 11 4 DEAD LinStatic 145.7596 144.1662 2.11E-05 -2.15E-05 3.01E-04 247.1226 11 4 11 4.5 DEAD LinStatic 145.7596 216.2493 2.11E-05 -2.15E-05 2.91E-04 157.0187 11 4.5 11 5 DEAD LinStatic 145.7596 288.3324 2.11E-05 -2.15E-05 2.80E-04 30.87334 11 5 11 5.5 DEAD LinStatic 145.7596 360.4154 2.11E-05 -2.15E-05 2.70E-04 -131.314 11 5.5 11 6 DEAD LinStatic 145.7596 432.4985 2.11E-05 -2.15E-05 2.59E-04 -329.542 11 6 12 0 DEAD LinStatic 164.7548 -432.499 1.62E-04 -2.35E-04 4.87E-04 -329.515 12 0 12 0.5 DEAD LinStatic 164.7548 -360.415 1.62E-04 -2.35E-04 4.06E-04 -131.286 12 0.5 12 1 DEAD LinStatic 164.7548 -288.332 1.62E-04 -2.35E-04 3.24E-04 30.90055 12 1 12 1.5 DEAD LinStatic 164.7548 -216.249 1.62E-04 -2.35E-04 2.43E-04 157.046 12 1.5 12 2 DEAD LinStatic 164.7548 -144.166 1.62E-04 -2.35E-04 1.62E-04 247.1498 12 2 12 2.5 DEAD LinStatic 164.7548 -72.0831 1.62E-04 -2.35E-04 8.11E-05 301.2121 12 2.5 12 3 DEAD LinStatic 164.7548 1.11E-05 1.62E-04 -2.35E-04 -5.55E-16 319.2329 12 3 12 3.5 DEAD LinStatic 164.7548 72.0831 1.62E-04 -2.35E-04 -8.11E-05 301.2121 12 3.5 12 4 DEAD LinStatic 164.7548 144.1662 162E-04 -2.35E-04 -1.62E-04 247.1498 12 4 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 22: Lanjutan 12 4.5 DEAD LinStatic 164.7548 216.2493 1.62E-04 -2.35E-04 -2.43E-04 157.0459 12 4.5 12 5 DEAD LinStatic 164.7548 288.3324 1.62E-04 -2.35E-04 -3.24E-04 30.90051 12 5 12 5.5 DEAD LinStatic 164.7548 360.4155 1.62E-04 -2.35E-04 -4.06E-04 -131.286 12 5.5 2 6 DEAD LinStatic 164.7548 432.4986 1.62E-04 -2.35E-04 -4.87E-04 -329.515 12 6 Tabel 23 : Element Forces - Links Link LinkElem Station OutputCase CaseType P V2 V3 T M2 M3 Text Text Text Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m 1 1 I-End DEAD LinStatic -2.91E-22 3.68E-03 2.68E-03 1.05E-03 1.44E-03 1 1 J-End DEAD LinStatic -2.91E-22 3.68E-03 2.68E-03 2 2 I-End DEAD LinStatic 9.42E-23 1.04E-03 -2.65E-03 -1.04E-03 4.07E-04 2 2 J-End DEAD LinStatic 9.42E-23 1.04E-03 -2.65E-03 3 3 I-End DEAD LinStatic -9.34E-23 3.70E-03 -2.65E-03 0 -9.90E-04 1.38E-03 3 3 J-End DEAD LinStatic -9.34E-23 3.70E-03 -2.65E-03 4 4 I-End DEAD LinStatic -7.22E-23 9.95E-04 2.68E-03 1.00E-03 3.71E-04 4 4 J-End DEAD LinStatic -7.22E-23 9.95E-04 2.68E-03 Tabel 24 : Element Joint Forces - Frames Frame Joint OutputCase CaseType F1 F2 F3 M1 M2 M3 FrameElem Text Text Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m Text 1 1 DEAD LinStatic 164.77093 164.75746 1465.6895 -329.51491 329.54187 -2.28E-04 1 1 2 DEAD LinStatic -164.77093 -164.75746 -864.99707 -329.51491 329.54187 2.28E-04 1 2 3 DEAD LinStatic 164.77179 -164.75747 1465.6895 329.51493 329.54359 -2.28E-04 2 2 4 DEAD LinStatic -164.77179 164.75747 -864.99711 329.51493 329.54359 2.28E-04 2 3 5 DEAD LinStatic -164.77095 164.75747 1465.6895 -329.51493 -329.54189 2.28E-04 3 3 6 DEAD LinStatic 164.77095 -164.75747 -864.99711 -329.51493 -329.54189 -2.28E-04 3 4 7 DEAD LinStatic -164.77178 -164.75746 1465.6895 329.51491 -329.54356 2.28E-04 4 4 8 DEAD LinStatic 164.77178 164.75746 -864.99707 329.51491 -329.54356 -2.28E-04 4 5 2 DEAD LinStatic 164.77088 -5.94E-06 432.49853 2.15E-05 -329.54211 -7.53E-05 5 5 6 DEAD LinStatic -164.77088 5.94E-06 432.49856 -2.15E-05 329.54217 3.96E-05 5 6 4 DEAD LinStatic 164.77184 -5.94E-06 432.49856 2.15E-05 -329.54335 -7.53E-05 6 6 8 DEAD LinStatic -164.77184 5.94E-06 432.49853 -2.15E-05 329.54329 3.96E-05 6 7 2 DEAD LinStatic 5.08E-05 164.75746 432.49853 329.51489 2.35E-04 -1.52E-04 7 7 4 DEAD LinStatic -5.08E-05 -164.75746 432.49856 -329.51496 -2.35E-04 -1.52E-04 7 8 6 DEAD LinStatic -6.27E-05 164.75746 432.49856 329.51496 -2.78E-04 1.88E-04 8 8 8 DEAD LinStatic 6.27E-05 -164.75746 432.49853 -329.51489 2.78E-04 1.88E-04 8 9 3 DEAD LinStatic -144.84856 2.11E-05 432.49856 2.15E-05 -329.54335 -2.59E-04 9 9 7 DEAD LinStatic 144.84856 -2.11E-05 432.49853 -2.15E-05 329.54329 3.85E-04 9 10 7 DEAD LinStatic -2.04E-04 164.75479 432.49853 -329.51489 2.78E-04 -6.13E-04 10 10 5 DEAD LinStatic 2.04E-04 -164.75479 432.49856 329.51496 -2.78E-04 -6.13E-04 10 11 5 DEAD LinStatic 145.75962 -2.11E-05 432.49856 -2.15E-05 329.54217 3.85E-04 11 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 24 : Lanjutan 11 1 DEAD LinStatic -145.75962 2.11E-05 432.49853 2.15E-05 -329.54211 -2.59E-04 11 12 1 DEAD LinStatic -1.62E-04 -164.75479 432.49853 329.51489 2.35E-04 4.87E-04 12 12 3 DEAD LinStatic 1.62E-04 164.75479 432.49856 -329.51496 -2.35E-04 4.87E-04 12 Tabel 25: Element Joint Forces - Links Link LinkElem Joint OutputCase CaseType F1 F2 F3 M1 M2 M3 Text Text Text Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m 1 1 9 DEAD LinStatic 3.68E-03 2.68E-03 -3.00E-05 -1.05E-03 1.44E-03 8.56E-06 1 1 1 DEAD LinStatic -3.68E-03 -2.68E-03 3.00E-05 2 2 10 DEAD LinStatic -1.04E-03 2.65E-03 -8.49E-06 -1.04E-03 -4.07E-04 -8.46E-06 2 2 5 DEAD LinStatic 1.04E-03 -2.65E-03 8.49E-06 3 3 11 DEAD LinStatic 3.70E-03 -2.65E-03 -3.16E-05 9.90E-04 1.38E-03 -8.46E-06 3 3 3 DEAD LinStatic -3.70E-03 2.65E-03 3.16E-05 4 4 12 DEAD LinStatic -9.95E-04 -2.68E-03 -8.50E-06 1.00E-03 -3.71E-04 8.56E-06 4 4 7 DEAD LinStatic 9.95E-04 2.68E-03 8.50E-06 Tabel 26: Frame Loads - Distributed Frame LoadCase CoordSys Type Dir DistType RelDistA RelDistB AbsDistA AbsDistB FOverLA FOverLB Text Text Text Text Text Text Unitless Unitless m m Kgfm Kgfm 5 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 6 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 7 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 8 LIVE GLOBAL Force Gravity RelDist 0 1 6 3000 3000 9 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 10 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 11 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 12 LIVE GLOBAL Force Gravity RelDist 0 1 6 1500 1500 Tabel 27: Function - Time History – User Name Time Value Text Sec Unitless ELCENTRO 0 0.0108 ELCENTRO 0.161 -0.0001 ELCENTRO 0.291 0.0059 ELCENTRO 0.429 -0.0237 ELCENTRO 0.623 0.0094 ELCENTRO 0.7201 -0.0256 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 27: Lanjutan ELCENTRO 0.872 -0.0232 ELCENTRO 0.9411 -0.0603 ELCENTRO 1.0661 -0.0381 ELCENTRO 1.315 -0.1696 ELCENTRO 1.44 -0.0945 ELCENTRO 1.537 -0.128 ELCENTRO 1.8 0.1428 ELCENTRO 2.007 -0.3194 ELCENTRO 2.32 -0.2984 ELCENTRO 2.519 -0.0469 ELCENTRO 2.708 0.1087 ELCENTRO 2.976 -0.0803 ELCENTRO 3.212 0.0065 ELCENTRO 3.419 -0.0937 ELCENTRO 3.668 0.0365 ELCENTRO 3.904 -0.1833 ELCENTRO 4.106 0.0216 ELCENTRO 4.416 0.146 ELCENTRO 4.665 -0.2045 ELCENTRO 4.97 0.1779 ELCENTRO 5.199 0.0267 ELCENTRO 5.33 0.1089 ELCENTRO 5.51 -0.1021 ELCENTRO 5.773 -0.0242 ELCENTRO 5.869 -0.0573 ELCENTRO 5.98 0.0108 ELCENTRO 6.132 0.0014 ELCENTRO 6.1881 -0.02 ELCENTRO 6.326 -0.0058 ELCENTRO 6.409 0.02 ELCENTRO 6.52 0.0043 ELCENTRO 6.575 -0.0017 ELCENTRO 6.686 0.0457 ELCENTRO 6.769 -0.0288 ELCENTRO 6.852 0.0022 ELCENTRO 7.074 0.036 ELCENTRO 7.149 0.0026 ELCENTRO 7.295 -0.0492 ELCENTRO 7.425 0.0186 ELCENTRO 7.572 0.0036 ELCENTRO 7.669 -0.0196 ELCENTRO 7.794 -0.0603 ELCENTRO 7.96 -0.014 ELCENTRO 8.07 0.0468 ELCENTRO 8.195 -0.0128 Tabel 27: Lanjutan Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 ELCENTRO 8.334 0.0246 ELCENTRO 8.533 -0.0344 ELCENTRO 8.735 0.1534 ELCENTRO 8.882 -0.0261 ELCENTRO 9.053 0.126 ELCENTRO 9.15 0.1246 ELCENTRO 9.427 0.1301 ELCENTRO 9.635 -0.0936 ELCENTRO 9.898 0.0064 ELCENTRO 10.022 -0.0713 ELCENTRO 10.105 0.0093 ELCENTRO 10.272 -0.1243 ELCENTRO 10.452 0.0386 ELCENTRO 10.534 -0.0572 ELCENTRO 10.714 0.0515 ELCENTRO 10.922 0.0471 ELCENTRO 10.991 -0.012 ELCENTRO 11.116 -0.0416 ELCENTRO 11.227 0.0756 ELCENTRO 11.434 0.118 ELCENTRO 11.725 -0.2094 ELCENTRO 11.808 ELCENTRO 11.988 0.1354 Tabel 28: Joint Coordinates Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ Text Text Text m m m YesNo m m m 1 GLOBAL Cartesian -3 -3 0 No -3 -3 0 2 GLOBAL Cartesian -3 -3 4 No -3 -3 4 3 GLOBAL Cartesian -3 3 0 No -3 3 0 4 GLOBAL Cartesian -3 3 4 No -3 3 4 5 GLOBAL Cartesian 3 -3 0 No 3 -3 0 6 GLOBAL Cartesian 3 -3 4 No 3 -3 4 7 GLOBAL Cartesian 3 3 0 No 3 3 0 8 GLOBAL Cartesian 3 3 4 No 3 3 4 9 GLOBAL Cartesian -3.00319 -3 -0.39117 Yes -3.00319 -3 -0.39117 10 GLOBAL Cartesian 3.003191 -3 -0.39117 Yes 3.003191 -3 -0.39117 11 GLOBAL Cartesian -3.00319 3 -0.37325 Yes -3.00319 3 -0.37325 12 GLOBAL Cartesian 3.003191 3 -0.37325 Yes 3.003191 3 -0.37325 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 29:Joint Displacements Joint OutputCase CaseType U1 U2 U3 R1 R2 R3 Text Text Text m m m Radians Radians Radians 1 DEAD LinStatic -4.49E-06 -3.27E-06 3.66E-08 -2.71E-04 2.71E-04 4.37E-09 2 DEAD LinStatic 1.66E-06 3.24E-06 -2.94E-05 -2.71E-04 2.71E-04 5.94E-09 3 DEAD LinStatic -4.51E-06 3.24E-06 3.85E-08 2.71E-04 2.71E-04 4.37E-09 4 DEAD LinStatic 1.63E-06 -3.27E-06 -2.94E-05 2.71E-04 2.71E-04 5.94E-09 5 DEAD LinStatic 1.27E-06 -3.24E-06 1.04E-08 -2.71E-04 -2.71E-04 8.19E-09 6 DEAD LinStatic -4.85E-06 3.27E-06 -2.95E-05 -2.71E-04 -2.71E-04 6.62E-09 7 DEAD LinStatic 1.21E-06 3.27E-06 1.04E-08 2.71E-04 -2.71E-04 8.19E-09 8 DEAD LinStatic -4.88E-06 -3.24E-06 -2.95E-05 2.71E-04 -2.71E-04 6.62E-09 9 DEAD LinStatic 0 0 0 0 0 0 10 DEAD LinStatic 0 0 0 0 0 0 11 DEAD LinStatic 0 0 0 0 0 0 12 DEAD LinStatic 0 0 0 0 0 0 Tabel 30: Joint Reactions Joint OutputCase CaseType F1 F2 F3 M1 M2 M3 Text Text Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m 9 DEAD LinStatic 19.01115 2.68E-03 2330.687 -1.05E-03 1.44E-03 8.56E-06 10 DEAD LinStatic -19.0111 2.65E-03 2330.687 -1.04E-03 -4.07E-04 -8.46E-06 11 DEAD LinStatic 19.9234 -2.65E-03 2330.687 9.90E-04 1.38E-03 -8.46E-06 12 DEAD LinStatic -19.9234 -2.68E-03 2330.687 1.00E-03 -3.71E-04 8.56E-06 Tabel 31: Link Property Definitions 08 - Sliding Isolator Link DOF Fixed NonLinear TransKE TransCE DJ TransK Slow Fast Rate Radius Text Text YesNo YesNo Kgfm Kgf-sm m Kgfm Unitless Unitless secm m FRICTION PENDULUM U1 Yes FRICTION PENDULUM U2 No Yes 819.5 0 0 1000000 0.04 0.1 100 3 FRICTION PENDULUM U3 No Yes 819.5 0 0 1000000 0.04 0.1 100 3 Tabel 32: Material List 2 – By Section Property Section ObjectType NumPieces TotalLength TotalWeight Text Text Unitless m Kgf K25X25 Frame 4 16 2402.7697 B20X30 Frame 8 48 6919.976736 FRICTION PENDULUM Link 4 Tabel 33: Material Properties 04 - Design Concrete Material Fc RebarFy RebarFys LtWtConc LtWtFact Text Kgfm2 Kgfm2 Kgfm2 YesNo Unitless CONC 2000000 40000000 24000000 No 1 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008 Tabel 34: Objects And Elements - Joints JointElem JointObject GlobalX GlobalY GlobalZ Text Text m m m 1 1 -3 -3 0 2 2 -3 -3 4 3 3 -3 3 0 4 4 -3 3 4 5 5 3 -3 0 6 6 3 -3 4 7 7 3 3 0 8 8 3 3 4 9 9 -3.00319008 -3 -0.391166031 10 10 3.003190517 -3 -0.391166031 11 11 -3.00319008 3 -0.373252422 12 12 3.003190517 3 -0.373252422 Andreas Mulianta Saragih: Analisa Three Dimensional Bangunan Single Story Yang Menggunakan Multy Friction Pendulum System Pada Struktur, 2008. USU e-Repository © 2008

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