SDM12 - RELIABLE AND EFFICIENT MODELS FOR NONLINEAR SEISMIC ANALYSES OF RC STRUCTURES |
WEDNESDAY | ||||||||
SPACE 1 | Convenors: G. Camata, A. Liel, M. Hube | ||||||||
09:00 - 09:10 | A MODELING APPROACH FOR RC PLANE FRAMES WITH DEFORMABLE BEAM-COLUMN JOINTS M.G. Mulas, L. Candido, F. Camposeo | |||||||
09:10 - 09:20 | A NOVEL FINITE ELEMENT MODEL FOR RC STRUCTURAL WALLS C. Tura, M.F. Gullu, K. Orakcal, A. Ilki | |||||||
09:20 - 09:30 | APPLICATION OF A SIMPLIFIED MODEL FOR LARGE-SCALE RISK ASSESSMENT OF RC-MRF BUILDINGS W. Shao, F. De Luca, R. De Risi, V. Blasone, E. Spacone | |||||||
09:30 - 09:40 | BAYESIAN FINITE ELEMENT UPDATING OF REINFORCED CONCRETE WALLS L. Sun, E. Simbort, J. Conte, M. Ramancha, G. Camata, M. Petracca, M. Todd, M. Kurumbhati, J. Restrepo | |||||||
09:40 - 09:50 | MODELING OF AN RC BUILDING USING VARIOUS COMMERCIAL PROGRAMS FOR SEISMIC EVALUATION AND RETROFIT P. Ranchal, D. Gaspar, R. Wang, D. Miller, A. Deb, T. Bolden, I. Kim | |||||||
09:50 - 10:00 | NUMERICAL SIMULATION OF PERUVIAN RC WALL BUILDINGS USING AN EFFICIENT BEAM-BASED MODEL G. Loa, J. Murcia-Delso, N. Tarque | |||||||
10:00 - 10:10 | EFFICIENT SHEAR-FLEXURE INTERACTION MODEL FOR 3D ANALYSIS OF PLANAR AND FLANGED RC WALLS K. Kolozvari, L. Massone, C. Lopez | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 20 | Convenors: G. Camata, A. Liel, M. Hube | ||||||||
10:30 - 10:39 | ANALYSES OF HIGH-RISE RC BUILDING WITH COMPOSITE FOUNDATION USING HIGH-DENSITY SEISMIC RECORDS S. Yoshikawa, T. Hatada, H. Liu, N. Adachi, Y. Sako, M. Nagano | |||||||
10:39 - 10:48 | A NEW MODEL FOR DIAGONALLY REINFORCED COUPLING BEAMS TO CAPTURE WALL SHEAR DEMAND REDISTRIBUTION K. Kalbasi, K. Sugaya, M. Teshigawara, J. Wallace | |||||||
10:48 - 10:57 | SIMPLIFIED NONLINEAR MODEL FOR SIMULATING DAMAGED REINFORCED CONCRETE WALLS H.A. Galvez, M.A. Hube, R.S. Henry, R. Junemann | |||||||
10:57 - 11:06 | DAMAGE CHARACTERIZATION OF REINFORCED CONCRETE WALLS UNDER DRIFT LIMITATIONS G. Faraone, K. Ahmed | |||||||
11:06 - 11:15 | A FINITE ELEMENT MODEL FOR THE SEISMIC ASSESSMENT OF NIAGARA-TYPE BRIDGE OVERPASSES M. Gaetani d Aragona, A. Recupero, A. Prota | |||||||
11:15 - 11:24 | A COMBINATION OF FINETUNED MATERIAL MODELS FOR NONLINEAR STATIC ANALYSIS OF RC COLUMNS T. Chandra, R. Goswami | |||||||
11:24 - 11:33 | EVALUATION OF THE RESIDUAL DEFORMATION CAPACITY OF DAMAGED BUILDINGS AGAINST FUTURE SEISMIC EVENTS. K. Kim, K. Kusunoki, Y. Maida, T. Yeow | |||||||
11:33 - 11:42 | EXTENDING THE SHEAR-FLEXURE INTERACTION PLANAR MODEL TO COLUMN ELEMENTS WITH BIAXIAL LOADING L. Massone, C. Picon, C. Lopez | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 21 | Convenors: G. Camata, A. Liel, M. Hube | ||||||||
10:30 - 10:39 | INFLUENCE OF LOADING PROTOCOLS ON THE HYSTERETIC ENERGY DISSIPATION CAPACITY OF RC COLUMNS R. Noriega-Barrueto, R. Mejia-Trejo, J. Bairan-Garcia | |||||||
10:39 - 10:48 | LOCALIZATION ISSUES IN MODELLING OF SUBSTANDARD RC BEAM-COLUMN JOINTS Y. Demirtas, O. Yurdakul, O. Avsar | |||||||
10:48 - 10:57 | MODELLING AND DESIGN OPTIONS FOR REINFORCED CONCRETE DUAL WALL-FRAME BUILDING STRUCTURES N. Lopez-Machado, D. Lopez-Garcia, P. Parra, G. Araya-Letelier | |||||||
10:57 - 11:06 | NEW ELEMENT FOR NONLINEAR MODELING OF RC WALLS: QUADRILATERAL SHELL FIBER ELEMENT (SHEFI) B. Suquillo, F. Rojas, L. Massone | |||||||
11:06 - 11:15 | NON-LINEAR MODELING OF CONCRETE-FILLED DOUBLE STEEL PLATE COMPOSITE SHEAR WALLS UNDER CYCLIC LOADING O. Cobanoglu, X. Lu, X. Ni | |||||||
11:15 - 11:24 | QUANTIFYING THE EFFECTS OF SEISMIC LOADING HISTORY ON THE COLLAPSE BEHAVIOR OF CONCRETE COLUMNS S.S. Khedmatgozar Dolati, W. Ghannoum, R. Ghorbani, A. Suselo, A. Matamoros | |||||||
11:24 - 11:33 | VALIDATION OF DISPLACEMENT-BASED FRAME ELEMENTS WITH ONE ADDITIONAL AXIAL DOF M. Horikawa | |||||||
11:33 - 11:45 | DISCUSSION |