EXP2 - LARGE-SCALE STRUCTURAL TESTING WITH EMPHASIS ON SYSTEMS: ACCOMPLISHMENTS AND CHALLENGES |
THURSDAY | ||||||||
AMBER 3 | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:40 | AN ULTIMATE CHOICE BETWEEN THE SHAKING TABLE AND ACTUATOR-LOADING TESTS FOR ADVANCING SEISMIC DESIGN M. Nakashima, M. Kurata, K. Hayashi | |||||||
10:40 - 10:49 | EUROPEAN LABORATORY FOR STRUCTURAL ASSESSMENT: 30 YEARS OF COLLABORATIVE RESEARCH G. Tsionis, P. Negro, J. Molina, M. Peroni, M. Lamperti Tornaghi, P. Pegon | |||||||
10:49 - 10:58 | SEISMIC PERFORMANCE OF VISCOUS-DAMPED BUILDINGS USING LARGE-SCALE REAL-TIME HYBRID SIMULATIONS J. Ricles, R. Sause, B. Dong, C. Kolay, T. Marullo | |||||||
10:58 - 11:07 | BI-DIRECTIONAL EARTHQUAKE RESPONSE OF A THREE-STORY STEEL STRUCTURE WITH BUCKLING-RESTRAINED BRACES E. Williamson, J. Liu, M. Morano, L. Lin, B. Saxey, C. Pantelides, T. Hucthinson | |||||||
11:07 - 11:16 | SEISMIC BEHAVIOR AND DESIGN OF CONCRETE-FILLED STEEL DECK DIAPHRAGMS IN STEEL BUILDING STRUCTURES J.F. Hajjar, B. Schafer, W.S. Easterling, M. Eatherton, N. Briggs, A. Fischer, H. Foroughi, R. Avellaneda-Ramirez, G. Wei, S. Torabian, D. Padilla-Llano | |||||||
11:16 - 11:25 | SHAKE TABLE TESTS ON TWO-STORY STEEL BUILDING WITH COLLECTORS IN STEEL ROOF DECK AND COMPOSITE SLAB C. Li, C. Uang, R. Fleischman | |||||||
11:25 - 11:34 | MODELING OF THE NHERI UCSD 6-DOF OUTDOOR SHAKE TABLE UNDER BARE TABLE AND LOADED CONDITIONS C. Lai, J. Conte | |||||||
11:34 - 11:45 | DISCUSSION | |||||||
MONITOR 9 | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | DIRECT FORCE MEASUREMENT USING LOAD CELL LINKS FOR 3D DYNAMIC TESTS OF STRUCTURAL MEMBERS K. Kasai, K. Kaneko | |||||||
14:40 - 14:49 | EXPERIMENTAL STUDY OF SUSPENDED CEILING BASED ON FULL-SCALE BUILDING RESPONSE F.R. Lin, W.C. Chen, B.Y. Huang, Y.C. Lin, Y.T. Liu, J.F. Chai, W.I. Liao, J. Fujiwara, T. Nagae, K. Akiko, N. Ryota, K. Koichi | |||||||
14:49 - 14:58 | A SHM SYSTEM WITH LOW-COST MEMS TILT METER PERFORMANCE EVALUATION ON A 10-STORY FULL SCALE STEEL BUI G. Yao, T. Wu, T. Nagae, J. Fujiwara | |||||||
14:58 - 15:07 | FRACTURE SIMULATION AND EXPERIMENTAL STUDY ON STEEL DAMPER F. Gashi, F. Bontempi, F. Petrini | |||||||
15:07 - 15:16 | EXPERIMENTAL INVESTIGATION OF ELEVEN STORIES BUILDING BY AMBIENT VIBRATION METHOD A. Shoklarovski, A. Bogdanovic, Z. Rakicevic, F. Manojlovski, A. Poposka | |||||||
15:16 - 15:25 | FROM OFFLINE SUBSTRUCTURE TESTING TO ROBUST HYBRID SIMULATION IMPLEMENTATION AND TESTING A.A. Correia, P.X. Candeias, F. Oliveira, G.G. Tekeste, F.L. Ribeiro | |||||||
15:25 - 15:34 | SHAKING TABLE TESTS OF SINGLE-STORY CLT BUILDING WITH METAL CONNECTORS FOR CONVENTIONAL HOUSES S. Momose, T. Tsuji, H. Isoda, T. Nakagawa, S. Nakashima, Y. Araki | |||||||
15:34 - 15:43 | FULL SCALE SHAKING TABLE TESTS OF SUSPENDED BUSWAY SYSTEMS W.C. Chen, J.F. Chai, F.R. Lin, B.Y. Huang, J. Fujiwara, T. Nagae, K. Kajiwara | |||||||
15:43 - 15:45 | DISCUSSION | |||||||
MONITOR 10 | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | FULL-SCALE EXPERIMENTAL STUDY OF THE OUT-OF-PLANE CYCLIC RESPONSE IN TALL MASONRY WALLS M. Elsayed, A. Alonso-Rivers, R. Gonzalez, O. Guzmán-Sánchez, C. Pettit, S. Adeeb, Y. Li, D. Tomlinson, C. Cruz-Noguez | |||||||
14:40 - 14:49 | FULL-SCALE SHAKING TABLE TEST OF SEISMIC REINFORCED JOINTS FOR WATER SUPPLY PIPELINES M. Miyajima, Y. Kawamata, H. Bekki, K. Fujii, K. Saito | |||||||
14:49 - 14:58 | FULL-SCALE TESTING OF DOUBLE-BEAM COUPLING BEAM WITH HIGH-STRENGTH REBARS AND UTILITY PENETRATIONS K. park, D. Fields, S. Chao | |||||||
14:58 - 15:07 | HYSTERESIS CHARACTERISTICS OF RC SINGLE PIER SUBJECTED TO MULTIPLE LOADING HISTORIES Y. Okoshi, G. Shoji | |||||||
15:07 - 15:16 | LARGE-SCALE MULTIDIRECTIONAL CYCLIC TESTING OF A RESILIENT SC-CLT WALL SUB-ASSEMBLY A. Amer, R. Sause, J. Ricles | |||||||
15:16 - 15:25 | MULTI-ELEMENT HYBRID SIMULATIONS ON STEEL STRUCTURES: ADVANCEMENTS, CHALLENGES, AND LESSONS LEARNED P. Mortazavi, H. Zhang, O. Kwon, C. Christopoulos | |||||||
15:25 - 15:34 | NONLINEAR RESPONSE PREDICTION OF A FOUR-STORY REINFORCED CONCRETE BUILDING TESTED AT E-DEFENSE SHAKE S. Ghosh, F. Dashti, T. Nagae, T. Aasai, H. Uta | |||||||
15:34 - 15:45 | DISCUSSION | |||||||
MONITOR 11 | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | SEISMIC PERFORMANCE OF HYBRID COLD-FORMED HOT-ROLLED STEEL SHEAR WALL T. Balasubramaniam, P.C.A. Kumar, M.A. Dar | |||||||
14:40 - 14:49 | SEISMIC TESTING OF A ONE-FIFTH SCALE STRUCTURE WITH A FIBRE-OPTIC GYROSCOPE FOR ROTATION MEASUREMENT R. Franco-Anaya, A.J. Carr, K.U. Schreiber | |||||||
14:49 - 14:58 | SHAKE TABLE TEST OF A FULL-SCALE 10-STORY MASS TIMBER BUILDING WITH UPLIFT FRICTION DAMPERS D. Dowden, A. Tatar | |||||||
14:58 - 15:07 | SHAKE TABLE TESTS OF A NOVEL SESISMIC-RESISTENT TECHNOLOGY FOR FAIR FACE MASONRY RECONSTRUCTION M. Sangirardi, S. De Santis, F. Mosele, A. Dudine, I. Roselli, D. Liberatore, G. de Felice | |||||||
15:07 - 15:16 | SHAKE-TABLE TEST OF LOW-DAMAGE CONCRETE BUILDING: LESSONS LEARNED FROM SYSTEM-LEVEL RESPONSE R. Henry, Y. Zhou, Y. Lu, G. Rodgers, A. Gu, Q. Yang | |||||||
15:16 - 15:25 | SHAKING TABLE TEST FOR EVALUATING SEISMIC CAPACITY OF BEAM-COLUMN CONNECTIONS IN HIGH-RISE BUILDINGS Y. Chung, T. Nagae, M. Nakashima | |||||||
15:25 - 15:34 | SHEAR STIFFNESS AND STRENGTH OF REINFORCED CONCRETE SHEAR WALL UNDER VARIOUS AXIAL FORCE T. Kabeyasawa, Y. Uchimiya, T. Kabeyasawa, M. Tani, A. Nakamura, H. Watanabe, M. Sakashita, T. Obara, T. Mukai | |||||||
15:34 - 15:45 | DISCUSSION | |||||||
MONITOR 12 | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
14:30 - 14:31 | INTRODUCTION | |||||||
14:31 - 14:40 | STATIC CYCLIC PUSHOVER ANALYSIS EVALUATING SEISMIC BEHAVIORS IN MULTI-STORY BUILDING SYSTEM TESTING J. Jin, T. Nagae, T. Asai, D. Lignos, Y. Chung, T. Okazaki, J. Fujiwara, A. Kishida, K. Kajiwara | |||||||
14:40 - 14:49 | STUDY ON SEISMIC REINFORCEMENT OF COASTAL PROTECTION FACILITIES WITH HIGH STIFFNESS SHEET PILE WALLS A. Mohri, E. Kohama, A. Yasuhara, T. Nakamura, M. Fukazawa, Y. Kawai, W. Igarashi, Y. Takahashi, S. Kobayashi, M. Tokoro, D. Suzuki | |||||||
14:49 - 14:58 | SUSTAINABLE FACILITY TO STUDY SEISMIC RESPONSE OF BUILDINGS AND INTERACTIVE EFFECTS WITH THE SOIL J. Bojadjieva, A. Bogdanovic, V. Sheshov, K. Edip, T. Kitanovski, D. Ivanovski, I. Gjorgjeska | |||||||
14:58 - 15:07 | OVERVIEW OF TWO LARGE-SCALE SHAKING TABLE TESTS ON THE 10-STORY RC BUILDING J. Kang, K. Kajiwara, T. Nagae | |||||||
15:07 - 15:16 | VIABILITY OF RAPID POLYURETHANE REPAIR OF RC COLUMN HINGE EXPERIMENTALY TESTED BY FORCED VIBRATIONS F. Manojlovski, Z. Rakicevic, A. Kwiecien, A. Shoklarovski, A. Poposka, A. Bogdanovic | |||||||
15:16 - 15:25 | VIBRODYNAMIC TESTING OF A 25-STORY RESIDENTIAL BUILDING AND ITS CALCULATION ANALYSIS Z. Omarov, B. Kulbayev, Y. Shokbarov, S. Lopukhov, T. Shaimerdenov, A. Karshalova | |||||||
15:25 - 15:34 | ASSESSMENT OF BRIDGE RC COLUMN SEISMIC DAMAGE ACCUMULATION THROUGH SHAKING TABLE TESTS G.A. Ponce, M. Blondet, A. Aviram, W. Mera | |||||||
15:34 - 15:45 | DISCUSSION | |||||||
FRIDAY | ||||||||
AMBER 3 | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
09:00 - 09:01 | INTRODUCTION | |||||||
09:01 - 09:10 | NEXT CHALLENGES OF GEOTECHNICAL LARGE-SCALE SHAKING TABLE TESTS FOR REGIONAL DISASTER MITIGATION Y. Kawamata, K. Tabata | |||||||
09:10 - 09:19 | LARGE-SCALE TESTING FOR SEISMIC DAMAGE AND FUNCTIONAL DISORDER ASSESSMENT OF HOSPITAL SYSTEM M. Kurata, Y. Kawamata, M. Akazawa, I. Kanao, S. Ohtsuru, S. Matsuo, K. Fujita, K. Cho, K. Kojima, S. Aida, T. Tsutsumi, K. Saburi | |||||||
09:19 - 09:28 | COLLAPSE BEHAVIOR OF A FULL-SCALE COMPOSITE STEEL MOMENT RESISTING FRAME UNDER CYCLIC LOADING H. El Jisr, D. Lignos | |||||||
09:28 - 09:37 | LARGE-SCALE FIELD TESTING OF INTERACTING SOIL-STRUCTURE SYSTEMS D. Pitilakis, A. Anastasiadis | |||||||
09:37 - 09:46 | THE 2019 E-DEFENSE SHAKE-TABLE TEST OF A LARGE-SCALE 3-STORY DISASTER MANAGEMENT CENTER K. Kusunoki, T. Yeow, T. Seike, S. Yagi, A. Teramoto, I. Nakamura, Y. Hibino, S. Fukai | |||||||
09:46 - 09:55 | TESTING ADVANCEMENT FROM ISOLATED TO SUBASSEMBLAGE STEEL COLUMNS UNDER AXIAL AND LATERAL LOADINGS C.C. Chou, Y.C. Lai, H.C. Xiong, T.H. Lin, A. Kumar, C.M. Uang, G. Mosqueda, G. Ozkula, S. El-Tawil, J.P. McCormick | |||||||
09:55 - 10:04 | A NEW SENSING-ALERT CURTAIN WALL SYSTEM VERIFIED IN THE SEISMIC RESPONSES OF A 10-STORY BUILDING K. Takaya, R. Suzuki, T. Nagae, T. Asai, J. Fujiwara, A. Kishida, R. Nishi, K. Kajiwara, Y. Kanzaki | |||||||
10:04 - 10:15 | DISCUSSION | |||||||
SUITE 7 | Convenors: D. Lignos, T. Nagae, T. Okazaki, N. Bijelic, H. Inamasu | ||||||||
10:30 - 10:31 | INTRODUCTION | |||||||
10:31 - 10:40 | CFS-NHERI 10-STORY BUILDING SHAKE TABLE TEST SPECIMEN: DESIGN UPDATES A. Singh, J. Zhang, D. Rivera, M. Eladly, H. Jones, A. Kovac, L. Padgett, D. Rivera, K. Smith, S. Torabian, K. Peterman, B. Schafer, T. Hutchinson | |||||||
10:40 - 10:49 | COMPREHENSIVE SEISMIC RESPONSE TESTS TOWARDS RESILIENT RESIDENTIAL BUILDINGS AND PBEE T. Nagae, C. Yenidogan | |||||||
10:49 - 10:58 | 3-D DETAILED FINITE ELEMENT ANALYSIS OF FULL-SCALE SHAKING TABLE TEST ON A 10-STORY STEEL BUILDING J. Fujiwara, T. Nagae, T. Yan, J. Jin, J. Li, T. Okazaki, A. Kishida, R. Nishi, K. Kajiwara | |||||||
10:58 - 11:07 | DUCTILITY CAPACITY OF REINFORCED CONCRETE ARCH BRIDGES WITH HIGH AXIAL LOAD D. de la Mora, J.P. Moehle, D.J. Miller | |||||||
11:07 - 11:16 | FULL-SCALE TESTING OF STEEL MOMENT FRAMES CRUCIFORM SUBASSEMBLIES FOR SYSTEM-LEVEL BEHAVIOR ANALYSIS C. Sepulveda, G. Mosqueda, C.M. Uang, G. Ozkula, C.C. Chou, K.J. Wang, C.W. Huang, P.C. Huang, M. Cheng, T. Becker, S. El-Tawil, J. McCormick | |||||||
11:16 - 11:25 | UNDERWATER SHAKING TABLES TEST OF SEA-CROSSING CABLE-STAYED BRIDGE UNDER EARTHQUAKE AND WAVE ACTIONS Z.X. Li, Q.T. Zheng, J. Su, Y. Shi, N. Li, B. Zhao, Y. Ding | |||||||
11:25 - 11:34 | AN EXPERIMENTAL STUDY ON COLLPASE MODE OF CONNECTIONS OF WEAK-AXIS SHORT-COLUMN STEEL BRACED FRAME S. Oh, K. Kang | |||||||
11:34 - 11:45 | DISCUSSION |