CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES
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CMS6 - RECENT ADVANCEMENTS IN SEISMIC DESIGN AND EVALUATION OF NEW AND EXISTING STEEL STRUCTURES |
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| WEDNESDAY | ||||||||
| BROWN 2 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:10 | ATC 153 - RESEARCH PLAN FOR THE STUDY OF PRE-NORTHRIDGE WELDED COLUMN SPLICES AND WEAK PANEL ZONES J. Malley | |||||||
| 09:10 - 09:19 | HIGH-FIDELITY MODELING OF FRACTURE-CRITICAL WELDED STEEL BEAM-TO-COLUMN CONNECTIONS F.A. Galvis, G.G. Deierlein, C. Molina Hutt, J.W. Baker | |||||||
| 09:19 - 09:28 | ADVANCES IN DIAPHRAGM DESIGN IN STEEL FRAME STRUCTURES S. Alizadeh, G. MacRae, K. Andisheh, D. Bull | |||||||
| 09:28 - 09:37 | PANEL ZONE AND COLUMN RESPONSE IN A SHAKE-TABLE TEST ON A 10-STORY STEEL MOMENT-RESISTING FRAME J. Li, J. Fujiwara, K. Kajiwara, A. Kishida, R. Nishi, T. Okazaki, T. Nagae, J. Jin, T. Asai | |||||||
| 09:37 - 09:46 | PROPOSED WEB SLENDERNESS REQUIREMENTS FOR INELASTIC PANEL ZONES IN STEEL MOMENT RESISTING FRAMES C. Wen, A. Skiadopoulos, D. Lignos | |||||||
| 09:46 - 09:55 | SEISMIC RESPONSE ANALYSIS FOR FRACTURE ASSESSMENT OF MOMENT FRAME CONNECTIONS WITH BOX COLUMNS H. Yasumoto, A. Kanvinde | |||||||
| 09:55 - 10:04 | STUDY ON BOLTED STEEL BEAM-TO-COLUMN CONNECTIONS WITH LEVER ARMS AND ROUND STEEL BAR DAMPERS S. Takeuchi, S. Zhang, X. Chen, H. Tagawa | |||||||
| 10:04 - 10:15 | DISCUSSION | |||||||
| MONITOR 8 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 10:30 - 10:31 | INTRODUCTION | |||||||
| 10:31 - 10:41 | CONTRIBUTION OF COLUMNS IN THE SEISMIC RESPONSE OF FRAMES WITH INTENTIONALLY ECCENTRIC BRACES A. González Ureña, R. Tremblay, C.A. Rogers | |||||||
| 10:41 - 10:51 | CYCLIC PERFORMANCE OF STEEL BEAM WITH WELD ACCESS HOLES UNDER SMALL AMPLITUDE CYCLIC LOADING Y. Ngov, Y. Shimada, Y. Jiao, Y. Sato, S. Yamada | |||||||
| 10:51 - 11:01 | ADVANCES IN IMPROVING THE SEISMIC RESISTANCE OF STEEL STAGGERED TRUSS FRAMING SYSTEMS (STF) R. Al-Mazaidh, S.-. Chao | |||||||
| 11:01 - 11:11 | A NOVEL APPROACH FOR ADDRESSING INTERSTORY DRIFT CONCENTRATIONS IN ECCENTRICALLY BRACED FRAMES H.G. Comlekoglu, C. Donmez | |||||||
| 11:11 - 11:21 | ADVANCES IN SEISMIC DESIGN OF DAMPER ON CABLES WITHIN MR FRAMES ADDRESSING RECENT SAFETY CHALLENGES. A. Lemonari Sophocleous, M. C. Phocas | |||||||
| 11:21 - 11:31 | BEHAVIOR AND DESIGN OF COLD-FORMED STEEL LATTICE T-FRAME UNDER CYCLIC LOADING I. Nadar, S. Mishra, S.R.S. Kumar | |||||||
| 11:31 - 11:41 | COMPUTATIONAL MODELING OF NEW I-BEAM TO HSS COLUMN CONNECTIONS D.E. González Ramírez, G. Juárez Luna, A. Gómez Bernal | |||||||
| 11:41 - 11:45 | DISCUSSION | |||||||
| MONITOR 9 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 10:30 - 10:31 | INTRODUCTION | |||||||
| 10:31 - 10:41 | CYCLIC LOADING TEST OF WELDED EXTERIOR BEAM-COLUMN JOINT WITHOUT STIFFENERS K. Matsukawa, Y. Haga, Y. Nakano | |||||||
| 10:41 - 10:51 | CYCLIC AXIAL BEHAVIOUR OF BUILT-UP COLD-FORMED STEEL COLUMNS M.N. Aloko, R. De Risi, F. De Luca | |||||||
| 10:51 - 11:01 | DAMAGE ASSESSMENT DUE TO POUNDING IN STEEL MOMENT RESISTING FRAMES A. osman, A.B. salem | |||||||
| 11:01 - 11:11 | DESIGN AND DEVELOPMENT OF MODULAR PREFABRICATED HIGH-RISE BUILDING M. Hosseini, N. Asadpour, M. Kafaeikivi | |||||||
| 11:11 - 11:21 | ELASTIC LOCAL BUCKLING STRESS OF THE COLD-FORMED STEEL MEMBERS UNDER ECCENTRIC COMPRESSION T. Kobashi, K. Mitsui, R. Kuwada, K. Ikarashi | |||||||
| 11:21 - 11:31 | ENHANCING SEISMIC RESILIENCE OF FLEXIBLE HIGH-RISE STEEL FRAME BUILDINGS USING ROCKING TRUSSES Y. Chen, M. Jia, D. Lu | |||||||
| 11:31 - 11:41 | EXPERIMENTAL STUDY ON ELASTO-PLASTIC BEHAVIOR OF STEEL BRIDGE PIERS MADE OF SBHS500 R. Yamazaki, A. Tsuji, M. Shirato, Y. Sato, S. Okada, N. Takeshima, K. Ono | |||||||
| 11:41 - 11:45 | DISCUSSION | |||||||
| MONITOR 10 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 10:30 - 10:31 | INTRODUCTION | |||||||
| 10:31 - 10:41 | EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF POST-TENSIONED CONNECTIONS IN MODULAR BUILDINGS Y. Kwon, B. Cho, D. Jung, K. Lee, J. Choi | |||||||
| 10:41 - 10:51 | FEASIBILITY STUDY OF FLAT JOINT METHOD IN LIGHT STEEL STRUCTURE AND ANALYSIS OF RESISTANT MECHANISM J. Feng, R. Hotta, T. Ito, K. Onishi, K. Mori, N. Sakiyama | |||||||
| 10:51 - 11:01 | FRAGILITY EVALUATION OF STEEL BRACE FRAME UNDER GROUND MOTIONS SIMULATED USING FAULT RUPTURE MODELS K. Hiroishi, S. Igarashi, T. Tani, K. Ugata, T. Itoi | |||||||
| 11:01 - 11:11 | INFLUENCE OF STEEL BRACING STIFFNESS ON THE SEISMIC PERFORMANCE OF HORIZONTAL SELF-CENTERING SYSTEMS D.A. Acevedo-Mejía, A.E. Schultz, J.C. Molina-Villegas | |||||||
| 11:11 - 11:21 | LOW TEMPERATURE CHARACTERISTIC AND THE LATERAL EXPANSION QUANTITY ON THE LOW-YIELD-POINT STEEL LY225 Y. Shimada, J. Saito | |||||||
| 11:21 - 11:31 | THE EFFECT OF LOADING VELOCITY ON THE SEISMIC PERFORMANCE AND FAILURE MODE OF BEAM-COLUMN CONNECTION S. Oh, Y. Seol, J. Park | |||||||
| 11:31 - 11:41 | NUMERICAL & EXPERIMENTAL SEISMIC ANALYSIS OF COLD-FORMED STEEL PALLET RACK CONNECTIONS IN DOWN-AISLE N. Shokrollahi, Z. Tang, G.C. Clifton | |||||||
| 11:41 - 11:45 | DISCUSSION | |||||||
| BROWN 2 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 14:30 - 14:31 | INTRODUCTION | |||||||
| 14:31 - 14:39 | SEISMIC DESIGN AND SUB-ASSEMBLAGE TESTS OF A NOVEL REPLACEABLE FUSE CONNECTION FOR SCBFS P. Patra, D.R. Sahoo, A.K. Jain | |||||||
| 14:39 - 14:47 | ARCHETYPE CFS WALL LINE STUDY: EXPLORING INFLUENECE OF SYSTEM EFFECTS ON SEISMIC RESPONSE M.S. Speicher, Z. Zhang, B.W. Schafer | |||||||
| 14:47 - 14:55 | INFLUENCE OF LOADING PROTOCOL ON THE PERFORMANCE OF DEEP WIDE FLANGE COLUMN SUBASSEMBLIES C. Flores Carreras, O. Sediek, J. McCormick, S. El-Tawil, C.M. Uang, G. Mosqueda | |||||||
| 14:55 - 15:03 | SHAKE TABLE TEST OF A FULL-SCALE THREE-STORY STEEL BUILDING WITH SHEAR FUSES J. Liu, E. Williamson, M. Morano, C. Pantelides, T. Hutchinson, P. Richards | |||||||
| 15:03 - 15:11 | STRAIN HARDENING FACTORS FOR RBS CONNECTIONS WITH HEAVY BEAMS P. Richards | |||||||
| 15:11 - 15:19 | TOWARDS MORE EFFICIENT FOOTINGS FOR CONCENTRICALLY BRACED FRAMES: EFFECTS OF VARIABILITY H. M. Madani, L. D. A. Wiebe, P. Guo, S. Koboevic | |||||||
| 15:19 - 15:27 | BI-LATERAL LOADING TEST IN RANGE OF LARGE DEFORMATION FOR SUBASSEMBLAGE WITH COMPOSITE BEAMS K. Saeki, S. Mukaide, D. Yamamoto | |||||||
| 15:27 - 15:35 | EVALUATION METHOD OF YIELD FLEXURAL STRENGTH OF WELDED JOINT WITH DISCREPANCY OF STEEL HOLLOW-SECTION COLUMNS I. Chan, Y. Kitagawa, Y. Koetaka | |||||||
| 15:35 - 15:45 | DISCUSSION | |||||||
| THURSDAY | ||||||||
| MONITOR 8 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:11 | NUMERICAL AND EXPERIMENTAL TESTS OF A PREQUALIFIED CARBON NEUTRALITY DISMANTLE CONNECTION. J. Bae, S. Kim, Y. Kim, J. Doh, J. Oh, S. Park | |||||||
| 09:11 - 09:21 | NUMERICAL MODELLING OF REVERSIBLE CONNECTIONS BETWEEN BEAMS AND COLUMNS OF STEEL MODULAR BUILDINGS A. Palmiotta, A.F. Coniglio, M. D Amato, R. Gigliotti | |||||||
| 09:21 - 09:31 | ON THE EFFECT OF MODELING IN EVALUATING THE SEISMIC RESPONSE OF A STEEL MRF BUILDING M. Papamichelakis, G. Papagiannopoulos | |||||||
| 09:31 - 09:41 | OPTIMAL DESIGN FOR ENERGY DISSIPATION CAPACITY OF HIGH-STRENGTH STEEL BOLTED JOINTS F. Hu, Z. Wang | |||||||
| 09:41 - 09:51 | PRELIMINARY ASSESSMENT OF BIAXIAL BENDING EFFECTS ON CYCLIC DEFORMATION CAPACITY OF TUBULAR MEMBERS E. Cerqueira, C. Eshaghi, R. Peres, J.M. Castro | |||||||
| 09:51 - 10:01 | RECENT TRENDS IN THE SEISMIC DESIGN OF MARINE PIERS AND WHARVES SUPPORTED ON STEEL PIPE PILES C.E. Ospina | |||||||
| 10:01 - 10:11 | RESEARCH ON PLATE-REINFORCED JOINTS BETWEEN I-SHAPED BEAMS AND HIGH-STRENGTH STEEL BOX COLUMNS S. Jiang, G. Shi, N. Zhang, H. Zhao | |||||||
| 10:11 - 10:15 | DISCUSSION | |||||||
| MONITOR 9 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:11 | RESPONSE REDUCTION EFFECTS OF VERTICAL BRACES ON BUILDINGS WITHOUT FOOTING BEAMS I. Wakisaka, K. Yamagishi | |||||||
| 09:11 - 09:21 | SCALE EFFECT ON LOW-CYCLE FATIGUE PERFORMANCE OF STEEL BEAM-END CONNECTION S. Mey, S. Kishiki | |||||||
| 09:21 - 09:31 | SEISMIC ENERGY DISSIPATION SYSTEM WITH U-SHAPED STEEL DAMPERS BASED ON SEESAW-ARM CONCEPT H. Tagawa, Y. Tea, X. Chen | |||||||
| 09:31 - 09:41 | SEISMIC EVALUATION COMPARISONS OF STEEL BUILDINGS BETWEEN MOMENT-RESISTING FRAMES AND BRACED FRAMES V. Boonyapinyo, N. Preethai, J. Junruang, P. Chomchuen | |||||||
| 09:41 - 09:51 | SEISMIC PERFORMANCE OF ELEVATED STEEL TANKS SUPPORTED ON CONCENTRICALLY BRACED FRAMES R. Nascimbene, G.A. Rassati | |||||||
| 09:51 - 10:01 | SEISMIC PERFORMANCE OF FRAMED STRUCTURE WITH EFFECTIVE S-DAMPER IN THE BRACE H. Hsu, W. Tseng | |||||||
| 10:01 - 10:11 | SEISMIC PERFORMANCE OF STEEL CBF BUILDINGS WITH SPACE-COMPACT BEAM-END VISCOELASTIC CONNECTORS L. Liao, Y. Xiang, G.Q. Li | |||||||
| 10:11 - 10:15 | DISCUSSION | |||||||
| MONITOR 10 | Convenors: D. Lignos, T. Okazaki, H. Inamasu | ||||||||
| 09:00 - 09:01 | INTRODUCTION | |||||||
| 09:01 - 09:11 | SEISMIC RESPONSE AND DESIGN IMPLICATION OF BUILT-UP BATTENED COLUMNS A. Waheed, M. Vafaei, S. C Alih | |||||||
| 09:11 - 09:21 | SEISMIC RESPONSE CHARACTERISTICS OF SUBSTATION STEEL STRUCTURES SUPPORTING FLEXIBLE BUS CONDUCTORS S. Nagata, D. Takabatake, H. Sato | |||||||
| 09:21 - 09:31 | SPECIAL TRUSS MOMENT FRAMES: A SOLUTION FOR LONG-SPAN SEISMIC RESISTANT STRUCTURES S. Chao, C. Jiansinlapadamrong, K. Park, J. Hooper | |||||||
| 09:31 - 09:41 | NONLINEAR PERFORMANCE OF ALUMINIUM ALLOY MOMENT-RESISTING FRAME BUILDINGS S. Bakhshinezhad, E. Georgantzia, M.M. Kashani | |||||||
| 09:41 - 09:51 | THE POISSON EFFECT AT THE COLUMN END JOINTS RESTRAINED THE DEFORMATION H. Oda, T. Nakano | |||||||
| 09:51 - 10:01 | UTILIZING STEEL COLLARS TO ENHANCE DUCTILITY OF STEEL BRIDGE COLUMNS D. Downes, A. Palma Parra, V. Calderon, M. Kowalsky, J. Nau | |||||||
| 10:01 - 10:15 | DISCUSSION | |||||||
