CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES
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CMS14 - SEISMIC-RESILIENT STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES |
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| WEDNESDAY | ||||||||
| BROWN 2 | Convenors: F. Freddi, M. Latour, A. Sato | ||||||||
| 10:30 - 10:42 | ADVANCEMENT OF A NOVEL SELF-CENTRING CONCENTRICALLY BRACED FRAME (SC-CBF) STRUCTURAL STEEL SYSTEM J. Goggins, H. AlWahsh, Y. Jiang, B. Broderick, S. Salawdeh, G. O Reilly, A. Bogdanovic, Z. Rakicevic, A. Elghazouli, I. Markovski, B. Petreski, A. Poposka, I. Gjorgjiev, C. Walsh | |||||||
| 10:42 - 10:54 | A NOVEL SEISMIC RESILIENT ENERGY-DISSIPATIVE ROCKING COLUMNS WITH HSS TENSION BRACES FOR STEEL FRAME Y. Wang, Y. Li, L. Bao, G. Li | |||||||
| 10:54 - 11:06 | PROCEDURE TO DEVELOP CAPACITY CURVES OF STEEL WINE TANKS BASED ON THE MONOLITHIC BEAM ANALOGY M. Frezzati, G. Loporcaro, N. Buratti, A. Palermo | |||||||
| 11:06 - 11:18 | A LOW-COST RE-CENTERING SYSTEM IN EBFS: CONCEPT DEVELOPMENT AND VALIDATION THROUGH HYBRID SIMULATION P. Mortazavi, C. Christopoulos, O. Kwon | |||||||
| 11:18 - 11:30 | HIGHER-MODE RESPONSE OF BRACED FRAMES WITH ELASTIC SPINES SUBJECTED TO MODAL PUSHOVER ANALYSIS B. Astudillo, B. Simpson | |||||||
| 11:30 - 11:45 | INELASTIC CYCLIC RESPONSE OF HYBRID TIMBER-STEEL REDUCED BEAM SECTION CONNECTIONS D.V. Bompa, A.Y. Elghazouli | |||||||
| MONITOR 11 | Convenor: S. Ramhormozian | ||||||||
| 14:30 - 14:40 | NUMERICAL STUDY ON SEISMIC BEHAVIOUR OF STEEL-CONCRETE COMPOSITE SHEAR WALLS WITH ONE-SIDE PROFILED SHEET H.O. Tamrakar, S.R. Satish Kumar | |||||||
| 14:40 - 14:50 | ASSESSMENT OF THE LATERAL ELASTIC STIFFNESS FOR CONCRETE-FILLED COMPOSITE PLATE SHEAR WALLS T. Perea, A. Tena-Colunga, W. Bohorquez | |||||||
| 14:50 - 15:00 | NUMERICAL AND PARAMETRIC STUDY OF CERAMSITE CONCRETE FILLED STEEL PLATE COMPOSITE SHEAR WALL B.L. Jiang, S.Y. Ji, Y.Y. Tang, Y.M. Li | |||||||
| 15:00 - 15:10 | TEST RESEARCH ON THE SEISMIC PERFORMANCE OF A NOVEL PREFABRICATED SHEAR WALL WITH CFST END COLUMNS B. Wu, F. Zhang, M. Zhang, Y. Li | |||||||
| 15:10 - 15:20 | STRUCTURAL PROPERTIES OF STEEL FRAMES WITH RC SHEAR WALLS CONNECTED BY PBL K. Kohtaki, Y. Takaine, J. Kubota, Y. Sawamoto | |||||||
| 15:20 - 15:30 | SYSTEM AND COMPONENTS LEVEL SEISMIC PERFORMANCE ASSESSMENT OF SELF-CENTERING STEEL-CONCRETE HYBRID COUPLED WALLS M. Farahi, F. Freddi, M. Latour | |||||||
| 15:30 - 15:40 | SEISMIC RESPONSE OF THE NEW PERFORMANCE SYSTEM STEEL-CONCRETE COMPOSITE MOMENT RESISTING FRAME P. Calvi, A. Argentoni, S. China | |||||||
| 15:40 - 15:45 | DISCUSSION | |||||||
| MONITOR 12 | Convenor: B. Simpson | ||||||||
| 14:30 - 14:40 | GERT HAUNCH: A RESILIENT MOMENT FRAME CONNECTION M. Deigert, A. Dewey, M. Sloss, P. Laursen | |||||||
| 14:40 - 14:50 | EXPERIMENTAL TEST ON A HYBRID INTER-MODULE CONNECTION FOR STEEL MODULAR BUILDING SYSTEMS D. Corfar, K.D. Tsavdaridis | |||||||
| 14:50 - 15:00 | CYCLIC BEHAVIOR OF A INNOVATIVE FRICTION DEVICE FOR RC COLUMN-HSTCB CONNECTION P. Colajanni, S. Pagnotta, M. Ahmed, J. D Anna | |||||||
| 15:00 - 15:10 | DESIGN OPTIMISATION OF HIGH-RISE BUILDINGS EQUIPPED WITH SLB DEVICES: A CASE STUDY M. Gnazzo, G. Serino, R. Alva, R. Landolfo, L. Bozzo | |||||||
| 15:10 - 15:20 | SEISMIC ASSESSMENT OF SUPER HIGH-RISE BUILDINGS STRENGTHENED WITH BIE OUTRIGGER TRUSSES J. Zhang, K. Skalomenos, J. Yu, K. Han | |||||||
| 15:20 - 15:30 | PROPOSAL OF A DESIGN PROCEDURE FOR LINKED COLUMN FRAMED SYSTEMS IN THE FRAMEWORK OF EUROCODES M. Bosco, A. Floridia, E. Mangiameli, P.P. Rossi | |||||||
| 15:30 - 15:40 | EXPERIMENTAL ANALYSIS ON THE CYCLIC BEHAVIOUR OF ALUMINIUM FUSIBLE LINKS S. Pasquali, G. Zanon, N. Tondini | |||||||
| 15:40 - 15:45 | DISCUSSION | |||||||
| MONITOR 13 | Convenor: A. Sato | ||||||||
| 14:30 - 14:40 | EXPERIMENTAL BEHAVIOUR OF IH-TREATED STEEL BRACES WITH STRONGER MIDDLE SECTION S. Jamshiyas, K. Skalomenos | |||||||
| 14:40 - 14:50 | EVALUATION OF THE USE OF ZEBF TO IMPROVE SEISMIC PERFORMANCE A. Ahamadi Fordoei, M. Alirezaei, M. Sharifi | |||||||
| 14:50 - 15:00 | A NOVEL HYBRID SELF-CENTRING DAMPER EMPLOYING ENERGY DISSIPATION SEQUENCES: AN EXPERIMENT STUDY H. Zhang, X. Zhou, K. Ke, M.C.H. Yam, Z. Zhou | |||||||
| 15:00 - 15:10 | DAMAGE-FREE SELF-CENTRING LINK FOR SEISMIC RESILIENT EBFS: EXPERIMENTAL TESTS AND NUMERICAL STUDY A. Lettieri, F. Freddi, M. Latour | |||||||
| 15:10 - 15:20 | DETAILS RESEMBLING THE DOG-BONE IN SEISMIC RESISTANT ECCENTRICALLY BRACED FRAMES H. Köber, M. Stoian, R. Marcu | |||||||
| 15:20 - 15:30 | COMPARATIVE STUDY REGARDING THE SEISMIC BEHAVIOUR OF SIX STOREYED CONCENTRICALLY BRACED FRAMES H. Kober, R. Marcu, M. Stoian | |||||||
| 15:30 - 15:40 | DEVELOPMENT OF SEISMIC DESIGN FACTORS FOR COLD-FORMED STEEL SPECIAL BOLTED MOMENT RESISTING FRAMES A. Sato, H. Kitagawa, S. Yoshimoto, M. Sato | |||||||
| 15:40 - 15:45 | DISCUSSION | |||||||
| THURSDAY | ||||||||
| BROWN 2 | Convenors: M. Latour, B. Simpson, S. Ramhormozian | ||||||||
| 14:30 - 14:42 | FLEXURAL PERFORMANCE OF HYBRID BEAM SYSTEM WITH SLAB-WEB INTERFACE R. Singh, Y. Sato, H. Sasaki, S. Kono | |||||||
| 14:42 - 14:54 | PUSHOVER ANALYSIS OF FULL-SCALE INNOVATIVE HYBRID COUPLED WALL SYSTEMS R. Das, F. Scozzese, C. Vulcu, B. Hoffmeister, A. Zona, H. Degee | |||||||
| 14:54 - 15:06 | SEISMIC BEHAVIOR OF EXTERIOR RC COLUMN-TO-STEEL BEAM JOINTS WITH AND WITHOUT TRANSVERSE BEAM K. Murari, P.C.A. Kumar, S. Shiradhonkar | |||||||
| 15:06 - 15:18 | CYCLIC TESTS OF SUBASSEMBLAGE CONNECTIONS FOR SRC OR RC BEAM TO A CONCRETE-FILLED STEEL BOX COLUMN Y.F. Liu, C.C. Chou, P.C. Chao, Y.S. Chen, T.K. Chow, S.J. Jhuang | |||||||
| 15:18 - 15:30 | BEHAVIOUR OF RUBBERISED CONCRETE-FILLED CIRCULAR STEEL TUBES UNDER CYCLIC LOADING A.Y. Elghazouli, A. Mujdeci, D.V. Bompa, Y.T. Guo | |||||||
| 15:30 - 15:45 | EXPERIMENTAL AND NUMERICAL STUDIES ON CYCLIC RESPONSE OF POST-TENSIONED CFT AND RC ROCKING COLUMNS T. Chen, Y. Shen, X. Wang, J. Li | |||||||
| FRIDAY | ||||||||
| MONITOR 12 | Convenor: E. Elettore | ||||||||
| 09:00 - 09:10 | REPAIRABLE CONCENTRIC BRACED FRAMES THROUGH ADDITIVE MANUFACTURING H. Farhoud, I. Mantawy | |||||||
| 09:10 - 09:20 | EXAMINATION OF SIMPLE REPAIR METHOD FOR ANCHOR-ROD-YIELD-TYPE EXPOSED COLUMN BASE IN STEEL STRUCTURES K. Lin, M. Kurata, S. Matsuo, D. Pettinga, Y. Suzuki, T. Perea | |||||||
| 09:20 - 09:30 | DUCTILITY EVALUATION OF CONCRETE-ENCASED STEEL-CONCRETE COMPOSITE COLUMNS S. Mishra, S.R. Satish Kumar | |||||||
| 09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CIRCULAR CFT COLUMNS UNDER CONSTANT DISPLACEMENT AND VARYING AXIAL FORCES R. Onbe, M. Kido, T. Nishimura | |||||||
| 09:40 - 09:50 | SEISMIC PERFORMANCE OF FRAME STRUCTURES WITH CONCRETE FILLED STEEL TUBULAR SHEAR-DOMINATED COLUMNS D. Gan, B. Liu, H. Li | |||||||
| 09:50 - 10:00 | SEISMIC PERFORMANCE OF PRECAST STEEL BEAM-TO-CECFST COLUMN SUB-STRUCTURES G. Zhu, K.H. Tan | |||||||
| 10:00 - 10:10 | BEHAVIOR OF SLENDER CIRCULAR CFT COLUMNS UNDER CYCLIC LATERAL LOADING WITH CONSTANT DISPLACEMENT T. Nishimura, M. Kido, S. Abe | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
| MONITOR 13 | Convenor: F. Freddi | ||||||||
| 09:00 - 09:10 | FLEXURAL STRENGTH-CALCULATION METHODS FOR CONCRETE-FILLED STEEL TUBES WITH LARGE D/T N. Subedi, S. Bhusal, S. Kono | |||||||
| 09:10 - 09:20 | SEISMIC PERFORMANCE OF CONCRETE-FILLED STEEL TUBULAR COLUMNS T. Fujimoto | |||||||
| 09:20 - 09:30 | EXPERIMENTAL CYCLIC RESPONSE OF STEEL TUBES INFILLED WITH RUBBERISED ALKALI-ACTIVATED CONCRETE M. Elzeadani, A.Y. Elghazouli, D.V. Bompa | |||||||
| 09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CFT COLUMNS WITH MODIFIED FLY ASH SLURRY AS ADMIXTURE FOR CONCRETE W. Kang, T. Nishimura, M. Kido, H. Suyama, K. Takasu | |||||||
| 09:40 - 09:50 | PERFOMANCE OF STAINLESS-STEEL-TUBULAR-CONCRETE COLUMNS SUBJCETED TO HOLIZONTAL CYCLIC LOADING M. Yamada, S. Honma, T. Akita, K. Yamada | |||||||
| 09:50 - 10:00 | A MODIFIED PLASTICITY MODEL FOR STEEL USING A SIMPLIFIED MEMORY SURFACE M. Bashiri, G. MacRae, L. Jia, A. Moghadam | |||||||
| 10:00 - 10:15 | DISCUSSION | |||||||
| MONITOR 14 | Convenor: L. Pieroni | ||||||||
| 09:00 - 09:10 | PERFORMANCE OF ORTHOGONAL DIRECTION ON CONTINUOUS BEAM-TYPE CIRCULAR CFST BEAM-TO-COLUMN CONNECTION T. Fujinaga, R. Honda, N. Ando | |||||||
| 09:10 - 09:20 | ASSESSMENT OF SLENDERNESS EFFECT ON CFT MOMENT CONNECTION WITH BIDIRECTIONAL STRENGTH R. Mata, E. Nuñez | |||||||
| 09:20 - 09:30 | NUMERICAL MODELLING AND SEISMIC ASSESSMENT OF COMPOSITE MOMENT-RESISTING FRAME WITH CFST COLUMNS S. Sivraj, S. Jena, D.R. Sahoo | |||||||
| 09:30 - 09:40 | STRUCTURAL PERFORMANCE OF CONCENTRICALLY LOADED HOLLOW HIGH-STRENGTH PRECAST CFST PILES: A FE STUDY C. Jasinda, S. Kono, T. Obara, D. Mukai, M. Yamaji | |||||||
| 09:40 - 09:50 | MULTI-CRITERIA DECISION-MAKING FRAMEWORK FOR ASSESSING STEEL BUILDING SUSTAINABILITY AND RESILIENCE J. Du, W. Wang | |||||||
| 09:50 - 10:00 | ON THE USE OF SLIM FLOOR STEEL-COMPOSITE BEAMS IN SECONDARY FRAMES E. Camnasio, D. Colpron-Labelle, S. Peltonen | |||||||
| 10:00 - 10:10 | SEISMIC PERFORMANCE OF RC COLUMN AND S BEAM HYBRID STRUCTURE WITH DIAPHRAGM STRESS TRANSMISSION M. Maruta, H. Aida, S. Nagai, M. Shimizu | |||||||
| 10:10 - 10:15 | DISCUSSION | |||||||
