GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES
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GEO8 - THE INFLUENCE OF SEISMIC INPUT, SITE EFFECTS, AND SOIL-STRUCTURE-INTERACTION ON FRAGILITY CURVES |
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| MONDAY | ||||||||
| BROWN 1 | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
| 14:30 - 14:45 | THE MARS VULNERABILITY METRIC AS A TOOL FOR DEFINING SITE-DEPENDENT TYPOLOGICAL FRAGILITY CURVES S. Lagomarsino | |||||||
| 14:45 - 15:00 | COMPUTATION OF DAMAGE SCENARIO WITH SP-BELA B. Borzi, M. Faravelli, A. Di Meo | |||||||
| 15:00 - 15:15 | SEISMIC FRAGILITY CURVES WITH UNCONVENTIONAL INTENSITY MEASURES FROM PHYSICS-BASED SIMULATIONS I.E. Monsalvo Franco, R. Paolucci, A. Penna, A. Rosti, M. Rota, C. Smerzini | |||||||
| 15:15 - 15:30 | NONLINEAR DYNAMIC ANALYSIS METHODS AND THEIR APPLICATION IN SEISMIC FRAGILITY ANALYSIS F. Jalayer, H. Ebrahimian | |||||||
| 15:30 - 15:45 | EVALUATION OF COMPUTATIONAL UPSCALING ON DSSI EFFECTS IN BUILDINGS WITH MULTIPLE BASEMENTS F. Zamorano, E. Saez, H. Segaline, J. Ubilla, B. LLanquilef | |||||||
| TUESDAY | ||||||||
| MONITOR 9 | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
| 09:00 - 09:09 | COMPUTATIONAL DEMAND OF NON-LINEAR DYNAMIC ANALYSIS OF STRUCTURES AND THE TIME OF MAXIMUM RESPONSE I. Iervolino, P. Cito, F. Pandolfi | |||||||
| 09:09 - 09:18 | NUMERICAL INVESTIGATION OF THE INFLUENCE OF TALL BUILDINGS ON THE REGIONAL SEISMIC RESPONSE ANALYSIS S. Chen, S. Liu, Y. Tian, X. Lu | |||||||
| 09:18 - 09:27 | IMPACT OF SITE EFFECTS AND DIRECTIONALITY ON BUILDING DAMAGES COMPUTED WITH FRAGILITY FUNCTIONS J. Bantis, E. Miranda | |||||||
| 09:27 - 09:36 | SFS INTERACTION WITH AND WITHOUT CROSS-INTERACTION BETWEEN THE FOUNDATIONS OF URM AGGREGATES A. Brunelli, E. Zeolla, F. de Silva, S. Cattari, S. Sica | |||||||
| 09:36 - 09:45 | SEISMIC FRAGILITY OF STEEL STRUCTURES INCLUDING SSI AND SITE AMPLIFICATION EFFECTS P. Tsoumani, C. Petridis, D. Pitilakis | |||||||
| 09:45 - 09:54 | SEISMIC FRAGILITY OF SUBSTANDARD RC FRAMES WITH SOIL-STRUCTURE INTERACTION EFFECTS S. Huseynli, F. De Luca, D. Karamitros | |||||||
| 09:54 - 10:03 | SEISMIC VULNERABILITY ANALYSIS OF LONG SPAN HIGH PIER STEEL CONCRETE COMPOSITE BRIDGE STRUCTURES N. Li, K. Wang | |||||||
| 10:03 - 10:12 | ANGULAR EFFICIENCY OF INTENSITY MEASURES G. Boshrouei Shargh, R. Barati, N. Brown | |||||||
| 10:12 - 10:21 | FRAGILITY CURVES FOR A STEEL BRACED 3D FRAME USING PHYSICS-BASED SYNTHETIC SEISMIC SEQUENCES G. Smiroldo, L. Bomben, M. Fasan, F. Romanelli, C. Bedon | |||||||
| MONITOR 10 | Convenors: C. Smerzini, D. Pitilakis, V. Manfredi | ||||||||
| 09:00 - 09:09 | PHYSICS-BASED GROUND MOTIONS FOR THE DERIVATION OF FRAGILITY CURVES OF ITALIAN RC BUILDINGS TYPES V. Manfredi, C. Smerzini, A. Masi, R. Paolucci, A. Digrisolo | |||||||
| 09:09 - 09:18 | EFFECTS OF GEOTECHNICAL UNCERTAINTY ON THE SEISMIC PERFORMANCE OF BRIDGES F. Pinto, B. Guajardo, R. Astroza | |||||||
| 09:18 - 09:27 | ADVANCES IN EFFICIENT INTENSITY MEASURES FOR TAILINGS DAM DISPLACEMENTS AND DAMAGE STATES B. Garrido, C. Pastén, P. Heresi | |||||||
| 09:27 - 09:36 | EFFECT OF BACKFILL & FOUNDATION SOIL ON SEISMIC FRAGILITY OF A BRIDGE ABUTMENT A. Srivastava, D. Raj, Y. Singh | |||||||
| 09:36 - 09:45 | FRAGILITY ASSESSMENT OF SLOPE STABILITY DURING THE 2018 HOKKAIDO EASTERN IBURI EARTHQUAKE D. Huang, H. Goto, C. Xiang, L. Zhao, Y. Zhang | |||||||
| 09:45 - 09:54 | NUMERICAL INVESTIGATION OF THE EFFECT OF VERTICAL VARIABILITY OF SOIL SHEAR MODULUS ON BUILDING M.M. Hadj Brahim, S.A. Rafa, H. Rafaafra | |||||||
| 09:54 - 10:03 | SEISMIC FRAGILITY ASSESSMENT FOR HIGH-RISE RC WALL-FRAME BUILDINGS IN MONGOLIA G. Dagvabazar, G. Erdene | |||||||
| 10:03 - 10:12 | SEISMIC FRAGILITY CONSIDERING SOIL TYPE CLASSIFICATIONS: A CASE STUDY ON A LEG-SUPPORTED TANK J. Colombo, J. Wilches | |||||||
