IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY
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IDD10 - SEISMIC PERFORMANCE OF BASE ISOLATED STRUCTURE DURING EARTHQUAKES: FEB 6TH 2023 EARTHQUAKE IN TURKEY |
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| TUESDAY | ||||||||
| AMBER 2 | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:12 | DESIGN BASIS GROUND MOTION FOR ISOLATED STRUCTURES M. Erdik, M.B. Demircioglu Tumsa | |||||||
| 09:12 - 09:23 | COMPARISON OF THE OBSERVED AND NUMERICAL PERFORMANCE OF A SEISMIC ISOLATED HOSPITAL B. Sadan, B. Sahin, C. Tuzun, M.B. Demircioglu Tumsa, M. Erdik | |||||||
| 09:23 - 09:33 | CONTINUED FUNCTIONALITY OF THE ADANA CITY HOSPITAL FOLLOWING THE 2023 TURKEY-SYRIA EARTHQUAKES A. Aviram, V. Zayas, A. Mokha, S. Low | |||||||
| 09:33 - 09:44 | DEVELOPMENT, MODEL VALIDATION, AND IMPLEMENTATION OF HORIZONTAL-VERTICAL SEISMIC ISOLATION SYSTEM M. Constantinou | |||||||
| 09:44 - 09:54 | EFFECT OF INTENSITY MEASURES ON EARTHQUAKE RESPONSE OF BASE-ISOLATED BRIDGES K.K. Sengar, S.K. Saha, M. Gade | |||||||
| 09:54 - 10:05 | BASE ISOLATED BUILDING UNDER BIDIRECTIONAL SEISMIC ACTION AND COLLISION WITH THE PERIMETER WALL C. Cuadra | |||||||
| 10:05 - 10:15 | DESIGNING FOR MCE - BASE ISOLATED VS CONCENTRIC BRACED FRAMES P.N. Panda, R. Selot, A. Chakrabarti, V. Prakash | |||||||
| MONITOR 11 | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
| 10:30 - 10:40 | NOVEL COMBINED ISOLATION SYSTEM FOR SEISMIC PROTECTION OF LIQUID STORAGE TANKS Z.a. Tang, H. Luo, H.P. Zhu | |||||||
| 10:40 - 10:50 | ULTIMATE SCENARIO EVALUATION OF BASE-ISOLATED BUILDINGS SUBJECTED TO FLOODING DISASTER AND SEISMIC INPUT BASED ON STRUCTURE-FLUID INTERACTION ANALYSIS K. Fujita, T. Kimura | |||||||
| 10:50 - 11:00 | RESILIENCE-BASED RETROFITTING OF RC FRAME-SHEAR WALL BUILDINGS USING SEISMIC ISOLATION X. Wang, L. Xie | |||||||
| 11:00 - 11:10 | SEISMIC FRAGILITY ANALYSIS OF FIXED AND ISOLATED BASE MULTI-STORY BUILDINGS STRUCTURE IN INDONESIA F. Sulthan, M. Seki, H. Nakagawa, Y. Otsuka | |||||||
| 11:10 - 11:20 | NEGATIVE STIFFNESS DEVICE TO PROTECT BRIDGES FROM MULTI-HAZARD LOADS OF TSUNAMI AND EARTHQUAKE N. Attary, S. Nagarajaiah | |||||||
| 11:20 - 11:30 | SEISMIC PERFORMANCE ASSESSMENT OF HIGHWAY VIADUCTS EQUIPPED WITH LAMINATED RUBBER BEARINGS V.G.P. Mehta, H. Katsuchi, Y. Fujino | |||||||
| 11:30 - 11:40 | SEISMIC PERFORMANCE ENHANCEMENT OF IRREGULAR PLAN BUILDINGS USING BASE ISOLATION TECHNIQUES A. Kumar, A. Menon, A. Meher Prasad | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
| MONITOR 12 | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
| 10:30 - 10:40 | SEISMIC PERFORMANCE OF INDOOR SUBSTATION RC FRAMES ISOLATED BY COMBINED BASE ISOLATION SYSTEM C. Yin, X. Song, T. Song, X. Gu, X. Xiao | |||||||
| 10:40 - 10:50 | SEISMIC PERFORMANCE OF KOREAN HISTORICAL DAMAGE CONCENTRATED STRUCTURAL SYSTEM S.H. Oh, D.H. Yoo, S.M. Park | |||||||
| 10:50 - 11:00 | SEISMIC RESPONSE AND ISOLATION DESIGN OF SERIES COMPENSATION PLATFORM SUPPORTED BY INSULATORS G. Shi, Q. Xie | |||||||
| 11:00 - 11:10 | SEISMIC RETROFITTING OF REINFORCED CONCRETE FRAME-SHEAR WALL BUILDINGS USING SEISMIC ISOLATION FOR RESILIENT PERFORMANCE X. Wang, L. Xie | |||||||
| 11:10 - 11:20 | SEISMICALLY ISOLATED BUILDING RESPONSE UNDER FAR FAULT 2016 EARTHQUAKE IN CENTRAL ITALY A. Salvatori | |||||||
| 11:20 - 11:30 | STUDY ON THE SAFETY BASED ON THE MECHANISM OF EXPANSION JOINTS USED FOR SEISMIC ISOLATED BUILDINGS N. Kondo, J. Kawaguchi, A. Nakamura, T. Tsujikawa | |||||||
| 11:30 - 11:45 | DISCUSSION | |||||||
| WEDNESDAY | ||||||||
| SPACE 3 | Convenors: G.P. Cimellaro, B. Sadan, C. Tuzun | ||||||||
| 10:30 - 10:40 | EFFECT OF THE VARIABILITY OF DYNAMIC PROPERTIES OF ELASTOMERIC BEARINGS ON THE SEISMIC RELIABILITY L. Ragni, F. Micozzi, L. Gioiella, V. Quaglini, A. Dall Asta | |||||||
| 10:40 - 10:50 | EFFECTS OF INPUT SEISMIC MOTION CHARACTERISTICS ON UPLIFT OF ISOLATOR OF MID-STORY ISOLATED BUILDING Y. Ikeda | |||||||
| 10:50 - 11:00 | EFFECTS OF LOW ENERGY EARTHQUAKES ON A R.C. BUILDING SEISMICALLY ISOLATED BY MEANS OF HDRBS AND SDS F. Scafati, C. Ormando, P. Clemente, G. Buffarini, G. Bongiovanni | |||||||
| 11:00 - 11:10 | EXACT SOLUTION CONSIDERING HIGHER MODE EFFECTS FOR SEISMIC RESPONSES OF BASE-ISOLATED STRUCTURES C.S. Tsai, W. Pong | |||||||
| 11:10 - 11:20 | CAN SEISMIC ISOLATION HELP A SITE-INDEPENDENT DESIGN OF FAST REACTORS? A. Saboo, M. Kumar, M. Khan, S.D. Sajish | |||||||
| 11:20 - 11:30 | MULTI-HAZARD RESPONSE CONTROL OF UFREI-ISOLATED HOSPITAL BUILDING WITH A TUNED MASS DAMPER S. Banerjee, T. Saito, V. Matsagar | |||||||
| 11:30 - 11:40 | THE INFLUENCE OF THICKNESS OF SANDBAGS IN T-BAGS SYSTEM ON DYNAMIC RESPONSE OF A FIVE-STORY BUILDING A. Vakilazadsarabi, K. Takeuchi, Y. Tomono, D. Doan-Cong, H. Hameed, T. Matsumoto | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
