CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES |
TUESDAY | ||||||||
BROWN 1 | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
09:00 - 09:10 | EFFECT OF BOND BEHAVIOR ON ENERGY DISSIPATION CAPACITY OF RC FRAMES SUBJECTED TO SEISMIC EXCITATIONS K. Sugimoto, Y. Hatanaka, S. Honda, T. Jin, T. Kurosawa, S. Matsuhashi, K. Fuse | |||||||
09:10 - 09:20 | EFFECTIVE STRENGTH COEFFICIENT RELATED TO AXIAL COLLAPSE OF RC EXTERIOR BEAM-COLUMN JOINT STRUCTURES Z. Neng, Y. Suzuki, M. Maeda, Y. Taniguchi | |||||||
09:20 - 09:30 | SEISMIC BEHAVIOUR OF REINFORCED CONCRETE EXTERIOR BEAM - COLUMN JOINT WITH ALTERNATIVE DUCTILE DETAI B. Banu, K.P. Jaya | |||||||
09:30 - 09:40 | NUMERICAL SIMULATION OF CONCRETE HOLLOW BLOCK MASONRY RETROFITTED WITH FIBER REINFORCED PAINT Z. Multazam, S. Rajasekharan Menon, K. Yamamoto, K. Meguro | |||||||
09:40 - 09:50 | VISION-BASED ASSESSMENT OF SEISMIC DAMAGE AND RESIDUAL CAPACITY FOR LARGE-SCALE RC TEST STRUCTURES X. Ji, Y. Zhuang, Z. Miao | |||||||
09:50 - 10:00 | NUMERICAL STUDY ON INFLUENCE OF PARTIALLY CUTTING LONGITUDINAL BARS OFF IN REINFORCED CONCRETE BEAM K. Nishimura, M. Nakada | |||||||
10:00 - 10:10 | EXPERIMENTAL TESTING OF INFILLED FRAMES WITH DIFFERENT OPENING TYPOLOGIES AND POSITION F. Di Trapani, Z. Lin, C. Demartino, N.A. Khan, G. Monti | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 7 | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | PRELIMINARY SEISMIC ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION EFFECTS OF A COMPLEX MASONRY TOWER E. Romero-Sanchez, M.V. Requena-Garcia-Cruz, A. Morales-Esteban | |||||||
10:39 - 10:48 | EXPERIMENTAL EVALUATION ON THE SEISMIC PERFORMANCE OF WELL-CONFINED RC COLUMNS D.H. Lee | |||||||
10:48 - 10:57 | SEISMIC PERFORMANCE ANALYSIS OF PRESTRESSED CONCRETE CYLINDER PIPE STRENGTHENED BY EXTERNALLY STRAND L. Zhao, H. Wang, C. Li, H. Zhong, Z. Li | |||||||
10:57 - 11:06 | EXPERIMENTAL STUDY ON PILE CAP CONNECTED TO SC PILE USING ANCHORING BARS S. Koume, S. Kishida, K. Ishikawa | |||||||
11:06 - 11:15 | EXPERIMENTAL STUDY ON ANCHORAGE CAPACITY OF HEADED REINFORCEMENT BARS EMBEDDED IN ROOF EXTERIOR BEAM T. Matsui, H. Hhsuni, Y. Sanada, J. Sakuta, T. Kiyohara, Y. Kim, T. Adachi | |||||||
11:15 - 11:24 | NON-CONTACT LAP SPLICES WITH ULTRA-HIGH PERFORMANCE CONCRETE FOR EARTHQUAKE RESISTANT BUILDINGS G. Apostolakis, K. Mackie, T. Wang | |||||||
11:24 - 11:33 | TESTS ON RESIDUAL SEISMIC CAPACITY OF RC BEAM-COLUMN JOINTS DAMAGED WITH JOINT-HINGING FAILURE F. Kusuhara | |||||||
11:33 - 11:42 | STUDY ON DYNAMIC FRACTURE BEHAVIOR OF MASS CONCRETE BY DIRECT TENSION TEST H. Zhong, Y. Zhang, Z. Li, C. Li, H. Wang, L. Zhao | |||||||
11:42 - 11:51 | PRESERVING A LANDMARK: REINFORCEMENT, REHABILITATION, AND RESTORATION OF THE CATHEDRAL OF MANIZALES O.D. Cardona | |||||||
MONITOR 8 | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | EMPIRICAL RELATIONSHIPS FOR MOHR-COULOMB PARAMETERS IN CONCRETE & MORTAR: APPLICATION IN MIX DESIGN S. Sharma, S. Tripathi, D. Basu | |||||||
10:39 - 10:48 | INTERIOR BEAM-COLUMN CONNECTIONS WITH DIFFERENT STRENGTH RATIO AND JOINT HOOP REINFORCEMENT RATIO N. Onishi, S. Tajiri, H. Shiohara | |||||||
10:48 - 10:57 | THE INFLUENCE OF GROUND-MOTION DURATION ON THE SEISMIC RESPONSE OF RC FRAME STRUCTURE M. Gong, Y. Zhao, Z. Zuo | |||||||
10:57 - 11:06 | RESEARCH ON THE DAMAGE EVOLUTION LAW OF FULLY GRADED CONCRETE UNDER SEISMIC RECIPROCATING LOADING C. Li, L. Zhao, H. Zhong, H. Wang | |||||||
11:06 - 11:15 | AI-BASED ALGORITHMS FOR PREDICTING SHEAR STRENGTH OF NUCLEAR CONTAINMENT BUILDINGS K. Al-Shboul, G. Almasabha | |||||||
11:15 - 11:24 | INFLUENCE OF GROUND MOTION VARIABILITY ON SEISMIC RESPONSE PARAMETERS OF AN RC WALL-FRAME BUILDING N. Sarkar, K. Dasgupta | |||||||
11:24 - 11:33 | EXPERIMENTAL VALIDATION OF RC BEAM-COLUMN JOINT DESIGNED AND DETAILED AS PER INDIAN CODE H. V, S. Reddy, S.R. Dash, G. Mondal | |||||||
11:33 - 11:42 | SEISMIC PERFORMANCE OF WALL - SLAB JOINT WITH SLAB SHEAR REINFORCEMENT S. Kannan Natarajan, G. Sivasankara Pillai, J. Krishnan Prabhakaran | |||||||
11:42 - 11:51 | EFFECTS OF CLT PARTIAL WALL INSTALLATION ON THE SEISMIC PERFORMANCE OF RC MOMENT-RESISTING FRAME R. Yoon, Y. Tsuji, Y. Sanada | |||||||
THURSDAY | ||||||||
BROWN 2 | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
09:00 - 09:10 | SEISMIC RETROFITTING OF REINFORCED CONCRETE WALLS THROUGH VERTICAL DIVISION: EVALUATING STIFFNESS REDUCTION AND LOAD REDISTRIBUTION EFFECT D. Son, C. Choi, B. Bae | |||||||
09:10 - 09:20 | ASSESSMENT OF THE EFFECTIVE PARAMETERS ON DIRECT DISPLACEMENT-BASED DESIGN OF STEEL FRAMES M.A. Arab, H. Tajmir Riahi, M. Daei | |||||||
09:20 - 09:30 | AN EVALUATION OF POTENTIAL DAMAGE OR COLLAPSE OF RC FRAMES AND RC WALL BUILDINGS IN STRONG EARTHQUAK M. Rodriguez, E. Sonmez | |||||||
09:30 - 09:40 | INFLUENCE OF SURFACE WAVES ON SEISMIC RESPONSE AND VULNERABILITY OF LONG-PERIOD STRUCTURES C. Chatzigogos, Y. Perraud, C. Franco, P.A. Nazé | |||||||
09:40 - 09:50 | SEISMIC PERFORMANCE OF EXTERNAL BEAM-COLUMN JOINTS OF STEEL FIBER REINFORCED CONCRETE WITH HEAD BARS M. Lee, C. Choi, B. Bae | |||||||
09:50 - 10:00 | EVALUATION OF FIRE RESISTANCE AND STRUCTURAL CHARACTERISTICS OF TIMBER-GEOPOLYMER COMPOSITE Y. Tian, T. Oda, Y. Suzuki, Y. Taniguchi, S. Pareek | |||||||
10:00 - 10:10 | NONLINEAR MODELING OF RC PIERS SUBJECT TO ARBITRARY SPATIALLY NON-UNIFORM CORROSION PATTERNS D. Bernardini, D. Ruta, A. Paolone, D. Cardone, V. Possidente, G. Perrone, F. Braga, F. Buttarazzi, A. Rossi | |||||||
10:10 - 10:15 | DISCUSSION | |||||||
MONITOR 6 | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | COMPARISON OF THE BEHAVIOR OF CONNECTIONS UN RC FRAMES DESIGNED WITH LOW AND HIGH DUCTILITY O. López Batiz, S. Muñoz Irigoyen, C. Muñoz Irigoyen | |||||||
10:39 - 10:48 | INVESTIGATION OF OVERSTRENGTH AND STRENGTH REDUCTION FACTORS FOR SEISMIC DESING OF RC BEAMS N. Hajimohammadyazdi, S. Epackachi, V. Sadeghian, A. Deylami | |||||||
10:48 - 10:57 | INELASTIC DISPLACEMENT DEMAND PREDICTION USING MACHINE LEARNING A. Tarawneh, H. Dwairi, R. Alawadi | |||||||
10:57 - 11:06 | CONFINEMENT EFFECTS OF HOOPS AND SPIRAL REINFORCEMENT ON UHPC COLUMNS M. Cimesa, M. Moustafa | |||||||
11:06 - 11:15 | BEHAVIOUR OF SUBSTANDARD RC BUILDINGS A NUMERICAL INVESTIGATION E.M. Oztoprak, R. Garcia, I. Laory | |||||||
11:15 - 11:24 | EXPERIMENTAL STUDY OF POST-INSTALLED ANCHOR EMBEDDED IN CONCRETE UNDER SIMULATED SEISMIC S. Lee, W. Shim, W. Jung | |||||||
11:24 - 11:33 | COMBINED USED OF DIFFERENT UNCOVENTIONAL SEISMIC PROTECTION METHODS P. Cicchiello | |||||||
11:33 - 11:42 | ASSESSMENT OF THE STRUCTURAL ROBUSTNESS OF AN RC PIER AS A RESILIENCE PROXY A. Aloisio, M. Pelliciari, S. Sirotti, A. Contento, B. Briseghella | |||||||
11:42 - 11:51 | OFFSHORE JACKET STRUCTURE DYNAMICS: A PROBABILISTIC SEISMIC PERFORMANCE ASSESSMENT S. Dashti, K. Tarbali, C. Zhou, J.G. Chase | |||||||
MONITOR 7 | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | COMPLIANCE ISSUES IN REINFORCED CONCRETE CONSTRUCTION PRACTICE: INSIGHTS FROM NON-DESTRUCTIVE TESTS J. Roach-Gray | |||||||
10:39 - 10:48 | EVALUATION OF FLEXURAL-TENSION LONG-TERM PERFORMANCE OF FRP COMPOSITE MATERIALS FOR QUALITY CONTROL W. Jung, S. Lee, Y. Bae | |||||||
10:48 - 10:57 | INDIRECT METHOD TO CALCULATE EFFECTIVE PRESTRESS FORCE IN POST-TENSIONED BEAMS E. Carrera, A. Escobar, V. Cecilio, R. Gomez | |||||||
10:57 - 11:06 | ON THE NECESSARY NUMBER OF AFTERSHOCKS FOR SEISMIC COLLAPSE RISK ASSESSMENT OF BUILDINGS S. Amiri, S. Koboevic | |||||||
11:06 - 11:15 | RESEARCH ON STEEL STRUCTURAL PERFORMANCE BASED ON MOLECULAR DYNAMICS S. Bao, J. Zhou, K. Song, X. Zhao, Y. Tian, R. Li | |||||||
11:15 - 11:24 | SEISMIC FRAGILITY ASSESSMENT OF A MEDICAL TOWER EQUIPED WITH BRBS UNDER SEISMIC SEQUENCES IN MEXICO F. Cueto Jimenez, H. Guerrero Bobadilla, E. Lluhen, E. Bojorquez, R. Sanchez, C. Viramontes Heredia | |||||||
11:24 - 11:33 | MODELLING OF RC BEAM-COLUMN JOINTS: A REVIEW K. Parate, R. Kumar, L. Gupta, S. Bakre | |||||||
11:33 - 11:42 | RECENT RESEARCH ON SEISMIC BEHAVIOR OF DAMAGE-CONTROL FUSES FOR WELDED BEAM-TO-COLUMN CONNECTIONS X. Lin, H. Li, L. Zhang, T. Okazaki |