CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION
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CMS1 - RC STRUCTURAL WALLS: ADVANCES AND FUTURE CHALLENGES FOR DESIGN, MODELLING, TESTING, AND CONSTRUCTION |
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| MONDAY | ||||||||
| BROWN 2 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 10:30 - 10:45 | INTRODUCTION | |||||||
| 10:45 - 11:00 | SCALING WALLS: CHALLENGES FOR RESEARCH AND PRACTICE J. Wallace | |||||||
| 11:00 - 11:15 | DESIGN AND DETAILING OF RC WALLS ACCORDING TO EN 1998 (EUROCODE 8) H. Varum | |||||||
| 11:15 - 11:30 | NONLINEAR MODELING AND RESPONSE SIMULATION OF REINFORCED CONCRETE WALLS UNDER GENERALIZED LOADING CONDITIONS K. Orackal | |||||||
| 11:30 - 11:45 | HOW NONLINEAR THINKING SHOULD CHANGE THE ENGINEER’S DESIGN PROCESS FOR CONCRETE WALL BUILDINGS J. Maffei | |||||||
| MONITOR 7 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 14:30 - 14:40 | RC STRUCTURAL WALLS WITH STAGGERED LAP SPLICES C. Kerby, S. Pujol, R. Henry | |||||||
| 14:40 - 14:50 | IMPLEMENTATION OF A HYBRID SIMULATION TO INVESTIGATE INELASTIC HIGHER-MODE EFFECTS IN RC STRUCTURAL M. Aftabiazar, H. Fatemi, P. Paultre | |||||||
| 14:50 - 15:00 | TESTING OF REINFORCED CONCRETE BEAMS AND STRUCTURAL WALLS UNDER WIND AND SEISMIC LOADING PROTOCOLS M.E. Unal, J. Wallace, S. Abdullah, S. Kim, K. Kolozvari | |||||||
| 15:00 - 15:10 | EXPERIMENTAL STUDY OF SQUAT WALLS WITH ALTERNATIVE DETAILING TO INCREASE DUCTILITY L. Massone, C. Letelier, C. Soto, F. Rojas | |||||||
| 15:10 - 15:20 | LOW ASPECT RATIO RC SHEAR WALLS WITH LAP SPLICES: SEISMIC PERFORMANCE AND DESIGN IMPLICATIONS M. Kovarbasic, D. Pizarro Pohl, B. Stojadinovic | |||||||
| 15:20 - 15:30 | SEISMIC BEHAVIOR OF LOW-ASPECT-RATIO REINFORCED CONCRETE WALLS SUBJECTED TO VARIABLE AXIAL LOADS X. Cheng, J. Huang, Y. Li, X. Ji | |||||||
| 15:30 - 15:40 | A NEW DETAILING APPROACH FOR HIGH DUCTILITY AND HIGH STRENGTH RECTANGULAR SQUAT STRUCTURAL WALLS G. Almasabha, S. Chao | |||||||
| 15:40 - 15:50 | EFFECT OF LOADING HISTORY AND SLENDERNESS ON THE AXIAL RESPONSE OF RC WALL BOUNDARY ZONES R. Gokhale, R.P. Dhakal, M. Tripathi | |||||||
| MONITOR 8 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 14:30 - 14:40 | PSEUDO-DYNAMIC TESTS ON RC SHEAR WALLS WITH DIFFERENT NUMBER OF OPENINGS M. Sakurai, H. Kanno, T. Nishida | |||||||
| 14:40 - 14:50 | SEISMIC BEHAVIOR OF COUPLING BEAMS REINFORCED WITH MULTI-HOOK STEEL FIBERS M. Al-Tameemi, G. Parra-Montesinos | |||||||
| 14:50 - 15:00 | EXPERIMENTAL AND NUMERICAL STUDY OF THE RESPONSE OF RECTANGULAR WALL SYSTEMS COUPLED F. Rojas, B. Suquillo, N. Segura, F. Bustos, G. Diaz, C. Díaz, J. Raffo, M. Leonardo, J. Carrillo | |||||||
| 15:00 - 15:10 | EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF PRECAST HOLLOW SHEAR WALLS W. Zhang, Z. Dong, H. Shan | |||||||
| 15:10 - 15:20 | SEISMIC PERFORMANCE OF PRESTRESSED CONCRETE COMPOSITE SHEAR WALL WITH MEDIUM SHEAR SPAN RATIO S. Li, X. Zhang, Q. Yue, G. Zhou, E. Zhao | |||||||
| 15:20 - 15:30 | EXPERIMENTAL RESEARCH AND NUMERICAL MODELING ON SEISMIC PERFORMANCE OF GRID SHEAR WALLS W. Zhang, G. Qiao, X. Chu | |||||||
| 15:30 - 15:40 | PROPOSAL FOR A HSR RC SHEAR WALL TO RESIST STRONG EARTHQUAKES WITH LPGMS: AN EXPERIMENTAL STUDY G. Cai, P.B. Malla, Y. He, Y. Wen, C. Xie | |||||||
| 15:40 - 15:50 | DEVELOPMENTS IN THE DESIGN OF EXPERIMENTS FOR TESTING OF HYBRID POST-TENSIONED SHEAR WALL S. Tiwari, S.R. Dash, G. Mondal | |||||||
| MONITOR 9 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 14:30 - 14:40 | NEW FRAMEWORK FOR SEISMIC EVALUATION OF RC WALL STRUCTURES BASED ON SIMULATION AND MATERIAL STRAINS J. Murcia-Delso, I. Koutromanos, X. Deng, P. Luna, M. Panagiotou, N. Duarte | |||||||
| 14:40 - 14:50 | STRUCTURING OF WALL BUILDINGS BASED ON NEURAL NETWORKS AND GENETIC ALGORITHMS L. Massone, P. Pizarro, F. Rojas | |||||||
| 14:50 - 15:00 | EVALUATION OF SHEAR WALL DESIGN AND PRACTICE AFTER THE 6 FEBRUARY 2023 KAHRAMANMARAS EARTHQUAKES I. Kazaz | |||||||
| 15:00 - 15:10 | IMPROVEMENT IN SEISMIC BEHAVIOR OF T-SHAPED RC STRUCTURAL WALL USING ENLARGED BOUNDARY ELEMENT N. Samanta, K. Dasgupta | |||||||
| 15:10 - 15:20 | INFLUENCE OF BOUNDARY ELEMENT CHARACTERISTICS ON THE CYCLIC PERFORMANCE OF PLANAR RC SHEAR WALLS M. Abhilash, R.M. Oinam, B. Balakrishnan | |||||||
| 15:20 - 15:30 | THE INFLUENCE OF LOW-CYCLE FATIGUE ON COLLAPSE OF CONCRETE SHEAR WALLS J.M. Navarro Carranza, G.G. Deierlein, K. Zhong | |||||||
| 15:30 - 15:40 | ANALYTICAL SIMULATION OF MULTI-STORY RC SHEAR WALLS WITH DOOR OPENINGS OF DIFFERENT DISPOSITION H. Liu, S. Yasumoto, M. Nagano | |||||||
| 15:40 - 15:50 | FAILURE MODE PREDICTION FOR RC WALLS SUBJECTED TO AXIAL TENSION AND CYCLIC LATERAL LOADS S. Zhang, X. Ji, L. Sun, X. Cheng | |||||||
| TUESDAY | ||||||||
| BROWN 2 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 09:00 - 09:18 | INTRODUCTION | |||||||
| 09:18 - 09:30 | WINNERS OF ERIES-ALL4WALL BLIND PREDICTION COMPETITION: SUMMARY OF MODELLING APPROACHES AND MAIN RESULTS J. Dragovich | |||||||
| 09:30 - 09:45 | CHALLENGES IN SEISMIC ANALYSIS AND MODELING OF REINFORCED CONCRETE WALLS T. Isakovic | |||||||
| 09:45 - 10:00 | INFLUENCE OF THE KINEMATIC INTERACTION BETWEEN PULLOUT SLIP AND FLEXURAL COMPRESSION STRAINS ON THE DRIFT CAPACITY OF WALLS S. Pantazopoulou | |||||||
| 10:00 - 10:15 | NONLINEAR ANALYSIS TO SUPPORT DESIGN AND EVALUATION OF NONPLANAR WALLS L. Lowes | |||||||
| MONITOR 4 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 10:30 - 10:40 | PARAMETERS AFFECTING BEHAVIOUR AND MODE OF FAILURE OF RC SHEAR WALLS C.B. Ajay Mani Teja, R. Goswami | |||||||
| 10:40 - 10:50 | REPARABILITY LIMITS FOR EARTHQUAKE-DAMAGED RC WALLS WITH UNCONFINED BOUNDARIES E. Chacón-Valero, M. Hube, H. Santa Maria | |||||||
| 10:50 - 11:00 | SEISMIC BEHAVIOR OF A SCALED 7-STORY BUILDING MODEL WITH LOW-DUCTILITY REINFORCED CONCRETE WALLS C. Zavala, M. Diaz, R. Reyna, J. Cueva, A. Otero, L. Lopez, S. Isuhuaylas, R. Noa | |||||||
| 11:00 - 11:10 | DRIFT CHARACTERISTICS OF NON- AND LIMITED-DUCTILE CONCRETE SHEAR WALLS REINFORCED WITH DIFFERENT LAYERS OF STEEL S.M. Ghaseminia, T. Zahra, D.P. Thambiratnam, J. Thamboo | |||||||
| 11:10 - 11:20 | INFLUENCE OF LONGITUDINAL REINFORCEMENT RATIO ON SEISMIC FAILURE MODES OF SLENDER RC STRUCTURAL WALL S. Rajbanshi, K. Dasgupta | |||||||
| 11:20 - 11:30 | STRAIN-BASED DAMAGE CLASSIFICATION OF SLENDER RC SHEAR WALLS S.R.R. Sanapureddy, S. Shiradhonkar | |||||||
| 11:30 - 11:40 | NONLINEAR RESPONSE OF REINFORCED LIGHTWEIGHT CONCRETE SQUAT WALLS K. Patiño, H. Santa María, R. Jünemann | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
| MONITOR 5 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 10:30 - 10:40 | OVERVIEW AND BLIND PREDICTION FROM SHAKE TABLE TESTS OF TWO LARGE-SCALE RC U-SHAPED CORE WALLS R. Hoult, J.P.d. Almeida, A. Correia | |||||||
| 10:40 - 10:50 | SEISMIC ANALYSIS OF RC U-WALLS FOR A BLIND PREDICTION COMPETITION M. Mavros, J. Murcia-Delso, M. Panagiotou, I. Koutromanos | |||||||
| 10:50 - 11:00 | CALIBRATION OF ANALYTICAL MODELS FOR REINFORCED CONCRETE COUPLING BEAMS AND WALLS USING EXPERIMENTAL DATA J. Dragovich, S. Abdullah, K. Kolozvari, A. Lepage | |||||||
| 11:00 - 11:10 | A COMPARATIVE STUDY OF NUMERICAL MODELING APPROACHES FOR SIMULATING INELASTIC BEHAVIOR OF RC WALLS S. Zhang, H. Peng, J. Chen, Z. Wang, J. Zhang | |||||||
| 11:10 - 11:20 | BLIND PREDICTION OF CYCLIC RESPONSE OF RC U-SHAPED CORE WALLS SUBJECTED TO FLEXURE AND TORSION A. Janevski, T. Isakovic | |||||||
| 11:20 - 11:30 | NUMERICAL MODELLING OF U-SHAPED RC WALLS USING THE APPLIED ELEMENT METHOD (AEM) A. Orgnoni, R. Pinho | |||||||
| 11:30 - 11:40 | ANALYTICAL VULNERABILITY MODEL TO EVALUATE RC WALL DAMAGES AFTER RECENT EARTHQUAKES IN SOUTH ICELAND C.Y. Tsai, B. Bessason, R. Rupakhety | |||||||
| 11:40 - 11:50 | ESTIMATION OF THE CYCLIC RESPONSE OF TWO U-SHAPED WALLS UNDER PURE FLEXURE AND PURE TORSION WITH FEA F. Dameh, S. Pantazopoulou | |||||||
| MONITOR 6 | Convenors: J. Almeida, R. Hoult, A. Correia | ||||||||
| 10:30 - 10:40 | RC WALL SHEAR DESIGN J. Wallace, M. Rojas Leon | |||||||
| 10:40 - 10:50 | SHEAR-FRICTION STRENGGTH OF RC STRUCTURAL WALLS S. Abdullah, J. Wallace, W. Ghannoum, G. Hagen, M. Talaat, L. Lowes | |||||||
| 10:50 - 11:00 | CHALLENGES IN NONLINEAR MODELING OF CONCRETE SHEAR WALLS INCORPORATING EMERGING MATERIALS D. Palermo, A. Martins-Robalino | |||||||
| 11:00 - 11:10 | NONLINEAR FINITE ELEMENT MODELING OF RC STRUCTURAL WALLS UNDER GENERALIZED LOADING CONDITIONS C. Tura, M.F. Gullu, K. Orakcal, A. Ilki | |||||||
| 11:10 - 11:20 | EFFECTS OF THE EFFECTIVE WIDTH OF SLABS ON THE SEISMIC RESPONSE OF CANTILEVER RC WALLS T. Isakovic, A. Janevski | |||||||
| 11:20 - 11:30 | CHALLENGES IN TRAINING STRUCTURAL COMPONENT MODELS AND A FRAMEWORK TO OVERCOME THEM: ASSESSMENT OF REINFORCED CONCRETE WALL SHEAR STRENGTH M. Rojas-Leon, S. Abdullah, K. Kolozvari, J. Wallace | |||||||
| 11:30 - 11:40 | EXPECTED SHEAR FORCE FOR SEISMIC DESIGN OF REINFORCED CONCRETE WALLS J. Grandón, M. Hube | |||||||
| 11:40 - 11:45 | DISCUSSION | |||||||
