Mete A. Sozen Symposium: A Tribute from His Students, Edição 162James K. Wight, Michael Eugene Kreger American Concrete Institute, 1996 - 460 páginas |
Conteúdo
PREFACE | 1 |
REHABILITATION OF REINFORCED CONCRETE STRUCTURES | 2 |
LOADDEFORMATION RELATIONSHIP OF HIGH STRENGTH | 35 |
Direitos autorais | |
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Termos e frases comuns
AASHTO ACI Committee Aktan analysis anchorage ASCE axial load bars base shear beam beam-column behavior bridge columns Building Code calculated Caltrans Civil Engineering compliant tower compressive strength CONDEEP condition assessment construction cracking cycles cyclic damage deformation capacity developed displacement ductility displacement-based drift ratio ductility ductility factor Earthquake Engineering earthquake resistant elastic elastic modulus EPEDA estimated evaluation experimental expert system flexural gravity load hoop yield horizontal hysteresis hysteretic inelastic initial stiffness lateral force lateral load longitudinal reinforcement maximum modulus Moehle nonlinear Northridge earthquake panels parameters post-tensioned precast Quickwave rebar rectangular reinforced concrete reinforcement ratio Report requirements retrofit rotation seismic shear strength shear stress shear wall shown in Fig SINTEF slab slab-column connections splice story drift strain strength of concrete Structural Journal structural walls surface steel plates tensile test specimens transverse reinforcement University of Illinois