GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES |
WEDNESDAY | ||||||||
BROWN 1 | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
10:30 - 10:40 | THE INFLUENCE OF SOIL-STRUCTURE INTERACTION AND BASEMENT STORIES ON SEISMIC BEHAVIOR OF BUILDINGS M. El Hoseny, M. Jianxun, D. Forcellini | |||||||
10:40 - 10:50 | ASSESSMENT OF THE SEISMIC PERFORMANCE FOR WIND TURBINES CONSIDERING SOIL-STRUCTURE INTERACTION X. Pan, P. Li | |||||||
10:50 - 11:00 | EXPERIMENTAL AND NUMERICAL ANALYSIS OF SOIL STRUCTURE INTERACTION DURING HIGH SPEED LOAD A. Stocchi, M.L. Ruiz Ripoll, W. Riedel, A. Stolz, C. Roller, J. Rosin | |||||||
11:00 - 11:10 | 3DFEM SIMULATIONS OF CENTRIFUGE SHAKING TABLE TESTS OF SOIL–FOUNDATION–STRUCTURE INTERACTION SYSTEMS A. Morikawa, S. Minagawa, R. Kadota, S. Ikeda, N. Adachi, T. Hidekawa, Y. Suzuki | |||||||
11:10 - 11:20 | INTEGRATED SSI ANALYSIS USING NORTH AMERICAN AND JAPANESE PRACTICES: JAPANESE PILE FOUNDATION R. Kadota, K. Kolozvari, A. Reyes Parra, A. Morikawa, Y. Hori, Y. Utsumi, Y. Suzuki, M. Taiebat, M. Nakashima, F. Naeim | |||||||
11:20 - 11:30 | SSI ANALYSIS OF NPP BY DOMAIN REDUCTION METHOD PART I INHOMOGENEOUS GROUND K. Sasaki, Y. Nitta, R. Morobishi, T. Ogata | |||||||
11:30 - 11:40 | NEAR-FIELD MOTIONS: IMPORTANCE OF MODELING FIDELITY IN PREDICTING RESPONSE OF AN RC BUILDING J.A. Abell, A. Hurtado, E. Torres, T. Vergara | |||||||
11:40 - 11:50 | STRESS TEST MOTIONS FOR SOIL-STRUCTURE SYSTEMS B. Jeremic, H. Yang, K. Stazsewska | |||||||
MONITOR 15 | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
14:30 - 14:41 | EFFECT OF SPACING OF PILES IN PILE-RAFT FOUNDATION ON SEISMIC RESPONSE OF BUILDING CONSIDERING SSI V. Mittal, M. Samanta, D.P. Kanungo | |||||||
14:41 - 14:52 | EFFECTS OF NONLINEARITY OF VERTICAL SOIL SPRINGS ON NONLINEARITY OF THE ROCKING SOIL SPRING N. Morikiyo, M. Nagano | |||||||
14:52 - 15:03 | FORMULAS FOR ESTIMATION OF KINEMATIC RESPONSE OF LARGE DIAMETER PILES G. Li Destri Nicosia, S.P.H. Sørensen, A.M. Kaynia | |||||||
15:03 - 15:14 | INFLUENCE OF SOIL PROPERTIES VARIABILITY ON SSI EFFECTS S. Rodriguez-Magana, L.R. Fernandez-Sola, D. Tolentino | |||||||
15:14 - 15:25 | INTEGRATED SSI ANALYSIS USING NORTH AMERICAN AND JAPANESE PRACTICES: NORTH AMERICAN MAT FOUNDATION K. Kolozvari, R. Kadota, A. Reyes Parra, A. Morikawa, Y. Hori, Y. Utsumi, Y. Suzuki, M. Taiebat, M. Nakashima, F. Naeim | |||||||
15:25 - 15:36 | A BNWF APPROACH TO ASSESS THE RESPONSE OF SINGLE PILE SUBJECTED TO FAR- AND NEAR-FIELD EARTHQUAKES B.E. Ajom, K. Dasgupta, A. Dey | |||||||
15:36 - 15:47 | TORSIONAL POUNDING BETWEEN ADJACENT BUILDINGS FOUNDED ON DIFFERENT SOIL TYPES DURING EARTHQUAKES M. Miari, R. Jankowski | |||||||
MONITOR 16 | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
14:30 - 14:41 | INTERACTION DOMAINS FOR THE SEISMIC SAFETY ASSESSMENT OF PILED FOUNDATIONS ACCOUNTING FOR THE RAFT M. Corigliano, L. Flessati, P. Marveggio, P. Bongio, C.G. di Prisco | |||||||
14:41 - 14:52 | LATERAL PERFORMANCE OF ROCK-SOCKETED DRILLED SHAFTS VIA LARGE SCALE LOAD TESTS R. Farrag, A. Lemnitzer | |||||||
14:52 - 15:03 | LATERAL RESISTANCE OF A PILE GROUP ON A HORIZONTAL OR INCLINED BEDROCK BASED ON 3D FEM T. Nakano, H. Kashiwa, Y. Miyamoto | |||||||
15:03 - 15:14 | SEISMIC ANALYSES OF BASE-ISOLATED BUILDING ON SOIL WITH INCLINED BEDROCK AND PILE STRESS EVALUATION S. Miyamoto, Y. Tobita, H. Liu, M. Nagano | |||||||
15:14 - 15:25 | SEISMIC PERFORMANCE OF PILED RAFT WITH GRID-FORM DMWS CONSIDERING VARIOUS NONLINEAR EVENTS IN DMWS Y. Shigeno, K. Yamashita | |||||||
15:25 - 15:36 | BIOINSPIRED SKIRTED FOUNDATION K. Bashir, R. Jakka | |||||||
15:36 - 15:47 | THE ROLE OF UNDERGROUND ARCHAELOGICAL REMAINS ON THE SEISMIC RESPONSE OF A HISTORIC SITE A. Ambrosino, S. Sica | |||||||
THURSDAY | ||||||||
BROWN 1 | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
09:00 - 09:10 | REPONSE OF BRIDGE FOUNDATIONS UNDER THE COMBINED EFFECT OF A LANDSLIDE AND SEISMIC ACTIONS D. Salciarini, D. Pauselli, E. Cernuto | |||||||
09:10 - 09:20 | DEVELOPING AN ASSESSMENET FRAMEWORK TO ADDRESS THE IMPACT OF DRY GRANULAR FLOWS ON STRUCTURES M. Kontoe, T. Rossetto, S. Lopez-Querol | |||||||
09:20 - 09:30 | SEISMIC MITIGATION OF LIQUID STORAGE TANKS ISOLATED WITH FRICTIONAL SLIDER AND CLUTCHING INERTER K. Bajad, R.S. Jangid, N. Islam | |||||||
09:30 - 09:40 | ASSESSMENT OF SIMPLIFIED SOIL-STRUCTURE INTERACTION MODELS FOR SEISMIC ANALYSIS OF RC BUILDINGS B. Bapir, L. Abrahamczyk | |||||||
09:40 - 09:50 | DIFFERENCES IN SSI EFFECTS CONSIDERING LINEAR AND NONLINEAR SPRINGS IN THE SEISMIC ASSESSMENT S. Aedo-Maluje, G. Andreotti | |||||||
09:50 - 10:00 | CENTRIFUGE STATIC LOADING TESTS AND NUMERICAL ANALYSIS FOR NONLINEAR SOIL-PILE INTERACTION SYSTEM K. Tadamura, K. Hayashi, S. Tamura | |||||||
10:00 - 10:10 | THE ROLE OF SOIL-STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF AN EXISTING R.C. BRIDGE A. Ambrosino, S. Sica | |||||||
10:10 - 10:20 | A FINN-PYKE BEAM-LIKE MODEL FOR SIMULATING SEISMIC SOIL-STRUCTURE INTERACTION L. Bombaci, D. Rapicavoli, A. Petalas, B. Panto, I.D. Calio | |||||||
MONITOR 10 | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
10:30 - 10:41 | A FINN-PYKE BEAM-LIKE MODEL FOR SIMULATING SEISMIC SOIL-STRUCTURE INTERACTION L. Bombaci, D. Rapicavoli, A. Petalas, B. Panto, I.D. Calio | |||||||
10:41 - 10:52 | SIMPLE ESTIMATION OF BOTTOM AND LATERAL SOIL SPRINGS OF PILE FOUNDATION WITH EMBEDMENT S. Yamamoto, H. Liu, M. Nagano | |||||||
10:52 - 11:03 | SITE TERRAIN EFFECT ON BUILDINGS RESPONSES CONSIDERING SITE-CITY INTERACTION M. Sayed, O. Kwon | |||||||
11:03 - 11:14 | SSI ANALYSIS OF NPP BY DOMAIN REDUCTION METHOD PART II EMBEDDING SHAPE AND SOIL PROPERTY Y. Nitta, K. Sasaki, R. Morobishi, T. Ogata | |||||||
11:14 - 11:25 | SEISMIC CODES-BASED ANALYSIS OF SOIL-STRUCTURE-INTERACTION EFFECTS ASSOCIATED WITH SITE EFFECTS M. Beneldjouzi, M. Hadid, N. Laouami, M. Remki | |||||||
11:25 - 11:36 | STUDY ON PILE-SOIL-STRUCTURE INTERACTION OF FRAME STRUCTURES IN MOUNTAINOUS AREAS J. Han, W.Y. Xu, G.J. Wang, Q.L. Zhang, L.P. Liu, Y.M. Li |