SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT
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SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT |
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| MONDAY | ||||||||
| SPACE 1 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 14:30 - 14:55 | NONLINEAR MODELING OF CONCRETE WALL BUILDINGS FOR DESIGN AND EVALUATION L. Lowes, D. Lehman, I. Kim | |||||||
| 14:55 - 15:05 | RECOGNISING THE PRACTICAL LIMITS OF NON-LINEAR ANALYSIS D. Pettinga, M. Kretschmar | |||||||
| 15:05 - 15:15 | SEISMIC ASSESSMENT OF RC BUILDINGS USING LINEAR ANALYSIS METHODS: AN OVERLY CONSERVATIVE PRACTICE F. Bianchi, M. Guidotti, R. Pinho, R. Nascimbene | |||||||
| 15:15 - 15:25 | PERFORMANCE-BASED SEISMIC DESIGN OF AN OFFICE TOWER IN THE PHILIPPINES A. Soligon | |||||||
| 15:25 - 15:35 | NUMERICAL MODELING OF THE NONLINEAR RESPONSE RECORDED FROM AN INSTRUMENTED BUILDING IN MEXICO K. Pérez Liévana, D. Murià Vila | |||||||
| 15:35 - 15:45 | SEISMIC ASSESSMENT OF REINFORCED CONCRETE BUILDINGS USING LINEAR AND NONLINEAR ANALYSES D. Arcuri, V. Mpampatsikos, L. Petrini | |||||||
| TUESDAY | ||||||||
| MONITOR 20 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | IMPACT OF FLOOR DIAPHRAGM MODELLING ASSUMPTIONS IN THE SEISMIC ASSESSMENT OF RC BUILDINGS F. Bianchi, M. Guidotti, R. Pinho | |||||||
| 09:15 - 09:30 | COMPARISON OF EARTHQUAKE PERFORMANCE OF RC FRAME BUILDING WITH REGULAR SYSTEM AND DUAL SYSTEM G.K. Ramancharla, P.K. Ramancharla | |||||||
| 09:30 - 09:45 | MODELING CORROSION-DAMAGED FIBER-REINFORCED CONCRETE MEMBERS UNDER SEISMIC LOADING A. Aryanto, N. Rizaldi | |||||||
| 09:45 - 10:00 | CALIBRATION AND MODELING OF BASE ISOLATORS WITH UPLIFT RESTRAINTS USING COMERCIAL SOFTWARE A. Tena-Colunga, F. Parra | |||||||
| 10:00 - 10:15 | SIMULATION OF LATERAL BEHAVIOUR OF UN-STRENGTHENED AND FC STRENGTHENED MASONRY INFILLED RC FRAME D. Sen, M. Hassan, A. Dutu, M. Seki, M. Maeda | |||||||
| MONITOR 21 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | INVESTIGATING THE RELIABILITY OF EQUIVALENT FRAME MODELS IN COMMERCIAL SOFTWARE: A URM CASE STUDY S. Degli Abbati, C.F. Manzini, P. Morandi, F. Candeloro, F. Parisse, G. Brandonisio, G. Camata, G. Magenes, S. Cattari | |||||||
| 09:15 - 09:30 | PROBABILISTIC SEISMIC ASSESSMENT OF A HERITAGE STONE MASONRY MINARET G. Milan, J. Ciurlanti, G. Isik, M. Tsopanova, C. Haydaroglu, T. Timur, K. Hicyilmaz, R. Sturt, M. Palmieri, D.N. Grant | |||||||
| 09:30 - 09:45 | NON-LINEAR DYNAMIC ANALYSIS USING AEM OF A TYPICAL AGRICULTURAL BUILDING IN THE GRONINGEN PROVINCE M. Moretti, A. Marasca, S. Persia, A. El-Fouly | |||||||
| 09:45 - 10:00 | MACRO-MODELING OF FLEXURE-DOMINANT SLENDER REINFORCED MASONRY SHEAR WALLS Y.C. Hsu, T.Y. Yang, S. Brzev | |||||||
| 10:00 - 10:15 | ANALYSIS OF AXIAL FORCE IN REINFORCED CONCRETE FRAME STRUCTURE BEAMS J. Han, Q. Zhu, P. Chen, L.P. Liu, Y.M. Li | |||||||
| MONITOR 22 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | COMPARATIVE SEISMIC EVALUATION ACROSS LEADING SOFTWARE: DISTINGUISHING CONVENTIONAL AND ADAPTIVE PUSHOVER ANALYSIS TECHNIQUES K.K. Kuria, O. Kegyes-Brassai | |||||||
| 09:15 - 09:30 | THE EFFECT OF SETTLEMENTS ON THE IN-PLANE SEISMIC BEHAVIOR OF MASONRY BUILDINGS M. Serpe, V. Tomei, E. Grande, M. Imbimbo | |||||||
| 09:30 - 09:45 | PARAMETRIC NONLINEAR ANALYSES TO ASSESS MASONRY BUILDINGS SEISMIC BEHAVIOR THROUGH FRAGILITY CURVES R. Sulla, M. D Amato, R. Gigliotti, D. Liberatore | |||||||
| 09:45 - 10:00 | EVALUATING DIAPHRAGM PERFORMANCE IN MODULAR BUILDINGS WITH DOUBLE BEAM COMPOSITE STRUCTURES J.Y. Choi, B.H. Cho, J.Y. Kang, Y.E. Kwon, J.H. Ju | |||||||
| 10:00 - 10:15 | SEISMIC MODELLING & PERFORMANCE OF A HIGH-RISE CONCRETE SHEAR WALL BUILDING ADJACENT TO FAULT C. Smith, E. Dezhdar, Q. Al Chatti | |||||||
| SPACE 1 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 14:30 - 14:55 | CRITICAL ISSUES AND POSSIBLE STRATEGIES FOR THE SEISMIC NONLINEAR MODELLING OF MASONRY BUILDINGS S. Lagomarsino | |||||||
| 14:55 - 15:05 | THE EF METHOD FOR PUSHOVER ANALYSES OF URM BUILDINGS: LIMITATIONS AND ADVANTAGES AFTER 30 YEARS C.F. Manzini, P. Morandi, G. Magenes | |||||||
| 15:05 - 15:15 | REFINED EQUIVALENT-FRAME MODELLING OF MASONRY BUILDINGS ADDRESSING USUALLY OVERLOOKED ISSUES A. Penna, S. Bracchi, M. Rota | |||||||
| 15:15 - 15:25 | HARMONIZATION OF THE PREDICTED POST-PEAK SEISMIC RESPONSE OF URM STRUCTURES IN FINITE ELEMENT MODELS F. Parisse, V. Buonocunto, G. Camarda, A. Di Primio, A.M. D Altri, L.C. Silva, R. Marques, G. Brandonisio, I. Caliò, G. Camata, P.B. Lourenço, G. Milani, S. de Miranda, F. Parisi, G. Magenes, S. Cattari | |||||||
| 15:25 - 15:35 | PRACTITIONER-ORIENTED COLLAPSED DEBRIS QUANTIFICATION OF EARTHQUAKE-DAMAGED OLD MASONRY CHURCHES L. Davis, M. Cogliano, C. Casotto, G. Grecchi, S. Ozcebe, C. Tsioli, D. Malomo | |||||||
| 15:35 - 15:45 | INFLUENCE OF MODELLING METHODS IN THE ASSESSMENT OF THE SEISMIC BEHAVIOUR OF MASONRY BRICK CHIMNEYS A.A. Costa, J. Pacheco de Almeida, L. Rosière, V. Lopes, J. Miranda Guedes | |||||||
| WEDNESDAY | ||||||||
| MONITOR 21 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | DEVELOPMENT OF A BIDIRECTIONAL LOADING PROTOCOL FOR RC BEAM-COLUMN JOINTS BASED ON NON-LINEAR RHA S.L. Sagar, D.R. Sahoo, T.P. Anand, V.A. Matsagar | |||||||
| 09:15 - 09:30 | ONLINE PLATFORM TO EVALUATE THE NONLINEAR PERFORMANCE OF REINFORCED CONCRETE FRAMES AND MASONRY D. Novoa, O. Arroyo | |||||||
| 09:30 - 09:45 | SEISMIC ASSESSMENT OF A MIXED MASONRY-R.C. SCHOOL BUILDING. E. Saler, G. Scarabottolo, A. Caprino, F. da Porto | |||||||
| 09:45 - 10:00 | FAILURE MECHANISM AND LOAD BEARING CAPACITY OF A TYPICAL PRE-CODE WALL PANEL SYSTEM R. Jevtic Rundek, M. Uros, M. Demsic, M. Savor Novak, A. Pilipovic, J. Koscak | |||||||
| 10:00 - 10:15 | CHALLENGES WITH LAB TESTING FOR ASCE 41 PERFORMANCE-BASED ENGINEERING B. Maison, S. Chao | |||||||
| MONITOR 22 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | COMPARISON OF METHODOLOGIES FOR QUANTIFICATION OF SEISMIC PERFORMANCE FACTORS IN US AND CANADA F. Fazileh, R. Fathi-Fazl | |||||||
| 09:15 - 09:30 | DUCTILITY-BASED DESIGN OF SECONDARY SEISMIC ELEMENTS IN REINFORCED CONCRETE STRUCTURES T. Caserini, L. Martinelli, C. Chesi | |||||||
| 09:30 - 09:45 | EVALUATION OF THE POUNDING ON THE COLUMNS OF A MID-RISE BUILDING IN TERMS OF SHEAR FORCE DEMANDS B. Dag, M. Borekci, H. Eroglu | |||||||
| 09:45 - 10:00 | HYSTERESIS BEHAVIOR ANALYSIS OF REINFORCED CONCRETE COLUMNS SUBJECTED TO VARYING AXIAL LOADS N. Kawano, M. Sakurai, H. Kanno | |||||||
| 10:00 - 10:15 | EVALUATING OF DIAPHRAGM EFFECTS ON SEISMIC PERFORMANCE OF STEEL STAGGERED TRUSS FRAMING STRUCTURES Z. Li, D. Gan, X. Zhou, B. Liu | |||||||
| MONITOR 23 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:15 | LARGE-AMPLITUDE RESPONSES OF HYPOTHETICAL HIGH-RISE BUILDINGS TO OBSERVED NEAR-FIELD GROUND MOTIONS H. Yamamoto, H. Liu, M. Nagano | |||||||
| 09:15 - 09:30 | COMPONENT-LEVEL FRAGILITY FUNCTIONS WITH MULTIPLE SOURCES OF UNCERTAINTY M.A. Hariri-Ardebili, S. Sattar, C.L. Segura | |||||||
| 09:30 - 09:45 | MULTI-LEVEL OPTIMUM SEISMIC PERFORMANCE-BASED DESIGN OF RC FRAMES G. Dong, I. Hajirasouliha, K. Pilakoutas | |||||||
| 09:45 - 10:00 | NONLINEAR ANALYSIS OF FRAMES MESHED WITH BEAM-COLUMN ELEMENTS WITH MULTIPLE EMBEDDED PLASTIC HINGES G. Juarez Luna, A.U. Martínez Miranda, J.I. Tenorio-Peralta | |||||||
| 10:00 - 10:15 | LATERAL LOAD BEHAVIOUR OF GFRG-OGS BUILDING SYSTEMS G. Krishna S R, M. Prasad Anumolu, D. Menon | |||||||
| THURSDAY | ||||||||
| SPACE 1 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 09:00 - 09:25 | EFFECTIVE STIFFNESS OF NON-RECTANGULAR REINFORCED CONCRETE WALLS FOR DESIGN AND ASSESSMENT J. Pacheco de Almeida, R. Hoult, B. Payen, A.A. Correia | |||||||
| 09:25 - 09:35 | EFFECT OF MOMENT-TO-SHEAR RATIO ON BEHAVIOR OF RC SHEAR WALLS WITH REBAR LAP SPLICES A. Kumar, G.A. Rao | |||||||
| 09:35 - 09:45 | EFFICIENT CONCENTRATED-PLASTICITY MODELING IN OPENSEES S. Mazzoni, M. Scott | |||||||
| 09:45 - 09:55 | DESIGN AND ANALYSIS CHALLENGES IN APPLYING SEISMIC ISOLATION TO THE CANADIAN PARLIAMENT BUILDING J. Sherstobitoff, A. Bebamzadeh, I. Aiken, C. Black, M. Walters, A. Roufegarinejad, D. Arnold, D. Carson | |||||||
| 09:55 - 10:05 | NONLINEAR TIME HISTORY ANALYSIS OF FRAME-SUPPORTED SHEAR WALL STRUCTURES WITH TRANSFER SLABS W.H. Pan, S.Y. Ji, Y.M. Li, B.L. Jiang, H.W. Yang | |||||||
| 10:05 - 10:15 | PERFORMANCE BASED SEISMIC DESIGN OF AN EXOSKELETON SCULPTURE AS AN OFFICE BUILDING: (W)RAPPER H. Darama, A. Nulman, D. Daggett, A. Kozmidis | |||||||
| MONITOR 18 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 10:30 - 10:43 | NUMERICAL AND EXPERIMENTAL STUDY OF RC INFILLED FRAME STRUCTURES CONSIDERING NONLINEAR LOCAL EFFECTS S. Ben-Nun, A. Brodsky | |||||||
| 10:43 - 10:56 | NUMERICAL EVALUATION PROCEDURE FOR POST-EARTHQUAKE RESIDUAL FATIGUE LIFE OF RC FRAME BUILDINGS J. Mou, M. Tripathi, R.P. Dhakal, R. Chandramohan | |||||||
| 10:56 - 11:09 | PERFORMANCE-BASED DESIGN OF REINFORCED CONCRETE SYSTEMS INCLUDING THE CONFINEMENT EFFECTS P. Castaldo, E. Miceli, S. Ferrara | |||||||
| 11:09 - 11:22 | PRE-TEST NUMERICAL MODELING OF THE CFS-NHERI 10-STORY CAPSTONE BUILDING J. Zhang, A. Singh, M. Eladly, B. Schafer, T. Hutchinson | |||||||
| 11:22 - 11:35 | SEISMIC BEHAVIOR OF PRECAST BUILDING FRAMES UNDER NEAR AND FAR FIELD EARTHQUAKES A.S. Ingle, S.D. Bharti, M.K. Shrimali, J. Panda, H.R. Magarpatil | |||||||
| 11:35 - 11:48 | SEISMIC ASSESSMENT OF A R.C. CHURCH BUILDING: 3D VS. 2D NON-LINEAR MODELLING G. Brandonisio, M. Postiglione, B. Calderoni, B. Sandoli | |||||||
| MONITOR 19 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 10:30 - 10:43 | SEISMIC RESPONSE OF THE DIAGRID STRUCTURAL SYSTEM E. Tapia-Hernandez, R. Lopez-Tellez | |||||||
| 10:43 - 10:56 | NON-LINEAR SEISMIC ANALYSES OF THE ITER TOKAMAK COMPLEX AND MACHINE FOR BEYOND DESIGN-BASIS SCENARIOS V. Dominguez, F. Rueda, L. Maqueda, C. Meléndez, D. Combescure, X. Zhang, T. Schioler, L. Patisson | |||||||
| 10:56 - 11:09 | SIMPLIFIED NONLINEAR MODELING FOR SEISMIC ASSESSMENT OF BUILDINGS J.L. Lin, M.C. Chuang | |||||||
| 11:09 - 11:22 | SEISMIC DESIGN OF IRREGULAR BUILDINGS: NONLINEAR ANALYSIS AND CASE STUDY OF 1568 ALBERNI, VANCOUVER. E. Dezhdar, F. Bagatini-Cachuco, M. Bilotta, H. Glotman | |||||||
| 11:22 - 11:35 | VERIFICATION MODEL FOR STRUCTURAL PENETRATIONS IN LOW-RISE THERMALLY BASE-INSULATED BUILDINGS J. Zizmond, M. Dolsek | |||||||
| 11:35 - 11:45 | DISCUSSION | |||||||
| MONITOR 20 | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
| 10:30 - 10:43 | SEISMIC VULNERABILITY OF REINFORCED CONCRETE FRAMES ACCOUNTING FOR MATERIAL PROPERTIES UNCERTAINTY D. Novoa, O. Arroyo, J. Obando, D. López-García, J. Carrillo | |||||||
| 10:43 - 10:56 | THE EFFECT OF FOUNDATION ROCKING ON THE SEISMIC RESPONSE OF BASE-ISOLATED STRUCTURES D. Fang, Y. Dong, Q. Su, X. Xv, X. Zhang, F. Guo | |||||||
| 10:56 - 11:09 | TWO-ELEMENT HYBRID SIMULATION OF A SIX-STORY HYBRID DUCTILE-ROCKING BRACED FRAME H. Zhang, P. Mortazavi, O. Kwon, C. Christopoulos | |||||||
| 11:09 - 11:22 | SEISMIC PERFORMANCE ASSESSMENT OF WALL-SLAB PRECAST BUILDING MODEL. S. Chougule, S.D. Bharti, M.K. Shrimali, T.K. Datta, J. Arlekar | |||||||
| 11:22 - 11:35 | THE NATURE OF THE VERTICAL DISTRIBUTION OF SEISMIC RESPONSES IN MULTI-STORY BUILDINGS I.B. Kuzucu, R.B. Fleischman, D. Zhang | |||||||
| 11:35 - 11:45 | DISCUSSION | |||||||
