Modeling of Inelastic Behavior of RC Structures Under Seismic LoadsP. Benson Shing, Tada-aki Tanabe Proceedings of the U.S.?Japan Seminar on Post-Peak Behavior of Reinforced Concrete Structures Subjected to Seismic Loads: Recent Advances and Challenges on Analysis and Design, held in Tokyo and Lake Yamanaka, Japan, October 25-29, 1999. Sponsored by the National Science Foundation, U.S.A.; Japan Society for the Promotion of Science; Japan Concrete Institute. This collection presents the latest ideas and findings on the inelastic behavior of reinforced concrete (RC) structures from the analysis and design standpoints. These papers discuss state-of-the-art concrete material models and analysis methods that can be used to simulate and understand the inelastic behavior of RC structures, as well as design issues that can improve the seismic performance of these structures. Topics include modeling of concrete behavior; modeling of RC structures (finite element approach and macro-element approach); and experimental studies, analysis, and design issues. |
Contents
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Analysis of Inelastic Behavior and Failure Modes of Confined Concrete by ElastoPlastic Softening Model | 79 |
A SOFTENING PLASTICITY MODEL OF CONCRETE UNDER NONPROPORTIONAL LOADING | 98 |
MODELING AND SIMULATION OF CONCRETE MATERIALS | 116 |
POSTYIELD BEHAVIOR OF REINFORCED CONCRETE MEMBRANE ELEMENTSTHE HSUZHU RATIOS | 139 |
ShearFlexure Interaction Seismic Analysis and Design | 369 |
Lattice Model Prediction for Ultimate Deformation of RC Columns Subjected to Cyclic Loading | 384 |
Localization Issues in Nonlinear Frame Elements | 403 |
Response Analysis of Reinforced Concrete Frames in Railroad Viaducts Damaged by the HyogoKenNanbu Earthquake | 420 |
Macro Element Approach | 435 |
Experiment and Modeling | 454 |
COMPRESSIVE FRACTURE ENERGY AND FRACTURE ZONE LENGTH OF CONCRETE | 471 |
SIZE EFFECT ON STRESSSTRAIN CURVES OF CONCRETE | 488 |
A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members | 158 |
ENTIRE LOADDISPLACEMENT CHARACTERISTICS FOR DIRECT SHEAR FAILURE OF CONCRETE | 175 |
POSTPEAK CYCLIC BEHAVIOR AND DUCTILITY OF REINFORCED CONCRETE COLUMNS | 193 |
Finite Element Analysis of Reinforced Concrete in Bridge Seismic Design Practice | 217 |
SMEARED FRACTURE FEANALYSIS OF REINFORCED CONCRETE STRUCTURESTHEORY AND EXAMPLES | 234 |
FEM ANALYSIS FOR STRUCTURAL PERFORMANCE DESIGN OF CONCRETE STRUCTURES | 257 |
FINITE ELEMENT ANALYSIS OF RC BEAMCOLUMN BRIDGE CONNECTIONS | 276 |
Development of Lattice Equivalent Continuum Model for Analysis of Cyclic Behavior of Reinforced Concrete | 297 |
Modeling of Shear Behavior of RC Bridge Structures | 315 |
RC BeamColumn FE Including BondSlip | 334 |
Ductility and Failure Modes of Single Reinforced Concrete Columns | 351 |
Experiment FE Analysis and Design Formula | 504 |
Tension Stiffening Effect in RC Beams with Steel Fiber | 521 |
A Summary of Two Different Approaches | 536 |
ThreeDimensional Shear Failure of RC Columns after Cyclic Loading | 546 |
BEHAVIOUR OF CYCLICALLY LOADED SHEAR WALLS | 562 |
SHEAR PERFORMANCE OF PRESTRESSED RC INTERIOR BEAMCOLUMN JOINTS | 580 |
Control of Residual Displacements of RC Piers by Prestressing | 590 |
Relationship between Bond and Splitting Force of Deformed Bars with Various Surface Deformations | 605 |
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