CMS13 - SHEAR CRITICAL CONCRETE STRUCTURES SUBJECTED TO SEISMIC LOADS: BEHAVIOR, ASSESSMENT AND RETROFIT |
THURSDAY | ||||||||
AMBER 1 | Convenors: G. Proestos, P.M. Calvi | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE ELEMENTS SUBJECTED TO LOAD REVERSALS J. Castano, F. Vecchio, A. Ferche | |||||||
10:45 - 10:58 | KINEMATICS-BASED MODELLING OF THE CYCLIC BEHAVIOUR OF DEEP SHEAR-CRITICAL RC MEMBERS B. Mihaylov | |||||||
10:58 - 11:08 | DISCRETE MODELING OF REINFORCED CONCRETE CRACK INTERFACES: A CRACK-BASED ASSESSMENT PERSPECTIVE W. Galik, P. Calvi, G. Andreotti | |||||||
11:08 - 11:18 | PREDICTING CYCLIC SHEAR STRENGTH DEGRADATION IN RC USING THE GENERAL CRACK COMPONENT MODEL D. Ruggiero, E. Merhi | |||||||
11:18 - 11:28 | SHEAR FORCES DEVELOPED ON EXTERNAL SOCKET CONNECTIONS UNDER SEISMIC LOADS J.A. Samayoa, G.T. Proestos, M.J. Kowalsky | |||||||
11:28 - 11:38 | CYCLIC AND HYBRID TESTS ON REAL-SCALE RC SHEAR WALLS: TRANSITION BETWEEN SHEAR AND SLIDING FAILURES D. Pizarro, M. Kovarbasic, B. Stojadinovic | |||||||
11:38 - 11:48 | DEFORMATION CAPACITY OF SHEAR-FAILING REINFORCED CONCRETE COLUMNS T. Nakamura, N. Tomiyta, Y. Shoji, S. Ito | |||||||
MONITOR 7 | Convenors: G. Proestos, P.M. Calvi | ||||||||
14:30 - 14:40 | EXPERIMENTAL BEHAVIOR OF TRANSFER SLABS SUBJECTED TO SHEAR WALL LOADS E. Arellano-Mendez, O.M. Gonzalez-Cuevas, A. Gomez-Bernal, H. Juarez-Garcia | |||||||
14:40 - 14:50 | MIXED FORMULATION FOR THE ANALYSIS OF SHEAR CRITICAL REINFORCED CONCRETE ELEMENTS Y. Lamawansa, K. Wijesundara, S. Hippola, P. Rajeev | |||||||
14:50 - 15:00 | SHEAR BEHAVIOR OF CONCRETE PANELS REINFORCED WITH HOOKED END STEEL FIBERS J. Carrillo | |||||||
15:00 - 15:10 | A STUDY ON DESTRUCTION PROPERTIES OF PILE CAPS WITH ECCENTRIC COLUMNS AS FRAMES S. Kishida, T. Mukai | |||||||
15:10 - 15:20 | AN EXPERIMENTAL STUDY ON FAILURE BEHAVIOR OF RC BEAM USING HOT-DIP GALVANIZED STEEL REBAR H. Choe, T. Mukai, H. Kinugasa | |||||||
15:20 - 15:30 | CYCLIC LOADING TEST FOR CYLINDRICAL WALL WITH POST-TENSIONING H.K. Yang, H.G. Park | |||||||
15:30 - 15:40 | EFFECT OF END BOUNDARY CONDITIONS ON MECHANICAL PROPERTIES OF REINFORCED CONCRETE COLUMNS SUBJECTED Y. Shirai, K. Shimazaki | |||||||
15:40 - 15:50 | SHEAR BEHAVIOR OF PRECAST CONCRETE COLUMNS POST-TENSIONED BY UNBONDED TENDONS UNDER HIGH AXIAL LOAD R. Yamada, Y. Otsuki, M. Tani, K. Matsunaga, K. Tano, H. Shinjo | |||||||
MONITOR 8 | Convenors: G. Proestos, P.M. Calvi | ||||||||
14:30 - 14:40 | FINITE ELEMENT MODELING OF RC COLUMNS FOR SIMULATING THEIR NONLINEAR SHEAR/FLEXURAL BEHAVIOR M.F. Gullu, Y. Ercin, S.S.S. Salih, K. Orakcal | |||||||
14:40 - 14:50 | EXPERIMENTAL AND NUMERICAL INVESTIGATIONS ON THE SEISMIC BEHAVIOR OF DIAGONAL REINFORCED RC WALLS C. Wei, H. Zhao, Y. Sun | |||||||
14:50 - 15:00 | EXPERIMENT ON SPACE AND CAPACITY OF DOWEL BARS EMBEDDED IN CONCRETE S. Takahashi | |||||||
15:00 - 15:10 | MODELLING THE BEHAVIOUR OF SHEAR-CRITICAL WALL-TYPE SHORT RC COLUMNS BEFORE AND AFTER JACKETING K. Murugan, A.K. Sengupta | |||||||
15:10 - 15:20 | SEISMIC BEHAVIOR OF CORNER BEAM-COLUMN CONNECTIONS RETROFITTED WITH HPFRCC S.W. Han | |||||||
15:20 - 15:30 | SEISMIC FRAGILITY ASSESSMENT OF A RC FRAME WITH NON-DUCTILE COLUMNS W.J. Hwang, S. Kim, J.H. Lee, S.J. Kim | |||||||
15:30 - 15:40 | SHEAR FAILURE OF BRIDGE COLUMNS UNDER LONG-DURATION EARTHQUAKE EFFECTS S. Obayes, M. Head | |||||||
15:40 - 15:50 | STRUCTURAL BEHAVIOR OF LOW-RISE RC SHEAR WALLS WITH LARGE QUANTITIES OF SHEAR REINFORCEMENT J.Y. Lee, M.J. Kang, D.I. Shin, K.H. Kim |