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SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING
SDM7 - NONLINEAR METHODS OF ANALYSIS IN SEISMIC ENGINEERING
MONDAY
SPACE 1 | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic
10:30 - 10:32 INTRODUCTION
10:32 - 10:40 STRATEGIES FOR THE NONLINEAR SEISMIC MODELLING OF MASONRY BUILDINGS IN AGGREGATE
G. Uva, S. Casolo
10:40 - 10:48 NONLINEAR MACRO-ELEMENT FOR VERTICAL AND BATTER PILE GROUPS
M. Cemalovic, J.B. Husebø, A.M. Kaynia
10:48 - 10:56 SEISMIC ASSESSMENT OF EXISTING CIRCULAR HOLLOW RC PIERS SUBJECTED TO CORROSION THROUGH NLFEA
B. Belletti, B. Calcavecchia, E. Michelini, S. Ravasini
10:56 - 11:04 NONLINEAR MODELLING OF STEEL WIDE-FLANGE COLUMNS: FRONTIERS AND PROSPECTS FOR FUTURE DEVELOPMENTS
O. Moammer, A. Imanpour, R. Tremblay
11:04 - 11:12 FULLY AUTOMATED ASCE-41-CONFORMING ELEMENT FOR THREE-DIMENSIONAL ANALYSIS OF RC WALLS
K. Kolozvari, D. Bech, S. Oliver, B. Tremayne, S. Mazzoni
11:12 - 11:20 A FAMILY OF DAMAGE-PLASTICITY FRAME ELEMENTS WITH STRENGTH AND STIFFNESS DETERIORATION
J. Cohen, F.C. Filippou
11:20 - 11:28 ENERGY DISSIPATION AND DAMAGE EVOLUTION CONSIDERATIONS IN THE INELASTIC TRANSIENT RESPONSE OF FRAMES
F.C. Filippou, J. Cohen
11:28 - 11:36 A COMPARATIVE STUDY OF SIMPLIFIED MODELS AND COMPLEX 3D DSSI ANALYSIS FOR MONOPILE-SUPPORTED OWTS
D. Gallese, J. Go, J. Sasaki, Z. Lubkowski
11:36 - 11:45 DISCUSSION
MONITOR 20 | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic
14:30 - 14:33 INTRODUCTION
14:33 - 14:43 DETERMINING DAMAGE THRESHOLDS OF A RESIDENTIAL BUILDING WITH MASONRY INFILL WALLS
I. Gjorgjiev, A. Zurovski, B. Petreski
14:43 - 14:53 ELASTOPLASTIC RESPONSE ANALYSIS OF 2DOF BY SUPERPOSITION OF ELASTOPLASTIC RESPONSE OF EACH MODE
T. Taniguchi, Y. Shoji, Y. Kimura
14:53 - 15:03 PARAMETRIC CALIBRATION OF NONLINEAR MDOF FLEXURE-SHEAR MODEL FOR TIME-HISTORY ANALYSIS
J.H. delos Reyes, P.E. Quinay
15:03 - 15:13 ENERGY BALANCE FOR STATIC AND DYNAMIC LOADS ON SOIL-STRUCTURE INTERACTING SYSTEMS
B. Jeremic, H. Yang, K. Staszewska
15:13 - 15:23 VARIATION OF NATURAL PERIOD OF MARGINAL WHARF DUE TO HYDRODYNAMIC PRESSURE AND MASS OF WATER IN PILE
N. Sugahara, M. Takenobu, A. Nozu, H. Eguchi, Y. Nagasaka
15:23 - 15:33 EVALUATION OF A CIRCULAR SHAFT BY USING 3D EFFECTIVE STRESS ANALYSIS OF SOIL-STRUCTURE INTERACTION
H. Nagai, S. Torisu, Y. Takada, K. Yamaguchi, S. Horimi
15:33 - 15:43 COMPARATIVE ANALYSIS OF ATC-40 AND DPT 1301/1302-61 FOR SEISMIC PERFORMANCE OF BUILDINGS USING NLRHA
S. Buddee
15:43 - 15:45 DISCUSSION
MONITOR 21 | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic
14:30 - 14:33 INTRODUCTION
14:33 - 14:43 INFLUENCE OF GROUND MOTION RECORD NUMBER ON DISPERSION VALUES IN INCREMENTAL DYNAMIC ANALYSES
L. Taravari, K. Todorov
14:43 - 14:53 NEAR-FIELD SEISMIC COMPLEXITY IN EARTHQUAKE RESPONSE: A DETAILED ANALYSIS FOR TALL RC BUILDINGS
J.A. Abell, F. Pinto, A. Hurtado, O. Oyarce
14:53 - 15:03 STABLE LIMIT AXIAL LOAD RATIOS OF CIRCULAR CONCRETEFILLED STEEL TUBULAR BEAM-COLUMNS
L. Li
15:03 - 15:13 INVESTIGATING THE INFLUENCE OF INDUCED SEISMICITY ON THE PROGRESSIVE COLLAPSE OF HIGH-RISE STRUCTURE
A. Uzair, L. Abrahamczyk, B. Bapir, B. Haidar, P. L. Hasan
15:13 - 15:23 ASSESSMENT OF THE IN-PLANE CAPACITY OF MASONRY WALLS WITH THE HYBRID DISCRETE-FINITE ELEMENT METHOD
I. Bouckaert, M. Godio, J. Almeida
15:23 - 15:33 A CURVILINEAR HYSTERESIS MODEL APPLICABLE TO VARIOUS TYPES OF STRUCTURES
H. Umemura, A. Nagase
15:33 - 15:43 MIXED-BASED FIBRE FRAME ELEMENT FOR SEISMIC ANALYSIS OF SHEAR-CRITICAL RC MEMBERS
D. Das, A. Ayoub
15:43 - 15:45 DISCUSSION
TUESDAY
SPACE 1 | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic
09:00 - 09:02 INTRODUCTION
09:02 - 09:10 POST-EARTHQUAKE FIRE SIMULATION OF STEEL STRUCTURES: MODELLING FEATURES USING OPENSEES
F. Ribeiro, R. Palma, R. Bento
09:10 - 09:18 FINITE ELEMENT ANALYSIS OF CONCRETE WALLS FOR ADVANCEMENT OF DESIGN AND PERFORMANCE ASSESSMENT
L. Lowes, K. Ahmed, A. Behrouzi, D. Lehman
09:18 - 09:26 COMPARISON OF STRUCTURAL DEMANDS FOR REAL, SCALED, SPECTRAL-MATCHED AND ARTIFICIAL ACCELEROGRAMS
C. Cantagallo, M. Terrenzi, E. Spacone, G. Camata
09:26 - 09:34 EFFECTS OF NONLINEARITY ON FORCES IN NONSTRUCTURAL SYSTEMS
R. Goel
09:34 - 09:42 EFFECT OF BIDIRECTIONAL GROUND MOTION ON NONLINEAR RESPONSE OF RC FRAMED STRUCTURES
F. Barbagallo, E.M. Marino, D. Panarelli, C. Strano
09:42 - 09:50 COMPARISON BETWEEN PUSHOVER METHODS FOR SEISMIC ANALYSIS OF HIGH-RISE RC DUAL SYSTEM BUILDINGS
V.k. Golla, E. Oliver-Saiz, O. Bové, F. López-Almansa
09:50 - 09:58 SEISMIC PERFORMANCE OF EXISTING RC MOMENT FRAME BUILDINGS UNDER REVISED SEISMIC HAZARD OF INDIA
P. Bansode, R. Goswami
09:58 - 10:06 A VERSATILE COMPUTATIONAL FRAMEWORK FOR DEVELOPMENT OF REDUCED ORDER MODELS FOR BUILDING STRUCTURES
A. Bangalore Satish, P. Toofani Movaghar, D. Patsialis, A. Taflanidis, F. McKenna, G. Deierlein
10:06 - 10:15 DISCUSSION
MONITOR 18 | Convenors: E.M. Marino, L.N. Lowes, C.-L. Lee, B. Jeremic
10:30 - 10:33 INTRODUCTION
10:33 - 10:43 EQUIVALENT DAMPING RATIO FOR TRILINEAR CURVES OF RC FRAMES UNDER MAINSHOCK-AFTERSHOCK SEQUENCES
J. Cueva, K. Kusunoki, H. Suwada, M. Diaz, C. Zavala
10:43 - 10:53 SEISMIC FRAGILITY ANALYSIS OF A MULTISPAN SIMPLY SUPPORTED BRIDGE
F. Saitta, C. Mariani, F. Perotti, I. Roselli
10:53 - 11:03 ENHANCING SEISMIC ANALYSIS FOR RC BUILDING WITH DETAILED FE MODEL & INVESTIGATION OF ROCKING MOTION
N. Morita, Y. Mizushima
11:03 - 11:13 APPROXIMATE INCREMENTAL DYNAMIC ANALYSIS OF MASONRY INFILLED FRAMES WITH AN OPEN FIRST FLOOR
K. Todorov, N. Postolov, R. Volcev, L. Taravari
11:13 - 11:23 COMPARATIVE EXPERIMENTAL AND NUMERICAL STUDY OF ADDED FLOORS ON EXISTING RC STRUCTURES
T. Zafirov, V. Hristovski, A. Janevski
11:23 - 11:33 MULTIMODE PUSHOVER ANALYSIS OF UNBRACED RACKING SYSTEMS
V.K. Golla, O. Bové, E. Oliver-Saiz, j. López-Almansa, F. López-Almansa
11:33 - 11:43 SEISMIC PERFORMANCE OF ADJACENT BUILDINGS IN AGGREGATES OF ZAGREB DOWNTOWN USING FE MODELLING
M. Banicek, M. Uros, P. Gidak, M. Demsic, M. Savor Novak, J. Atalic, A. Pilipovic, R. Jevtic Rundek
11:43 - 11:45 DISCUSSION