CIVIL ENGINEERING DATABASE
AMERICAN SOCIETY OF CIVIL ENGINEERS
ASCE LIBRARY
All Proceeding Papers /Chapters
Performance Evaluation of Damage and Plasticity Formulations for Concrete
Post-Peak Analysis of Reinforced Concrete Using Localization Signal
Comparison of Concrete Models for Cyclic Loading
2D and 3D Multi-Directional Cracked Concrete Model under Reversed Cyclic Stresses
Analysis of Inelastic Behavior and Failure Modes of Confined Concrete by Elasto-Plastic Softening Model
A Softening Plasticity Model of Concrete under Non-Proportional Loading
Modeling and Simulation of Concrete Materials
Post-Yield Behavior of Reinforced Concrete Membrane Elements—The Hsu/Zhu Ratios
A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members
Entire Load-Displacement Characteristics for Direct Shear Failure of Concrete
Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns
Finite Element Analysis of Reinforced Concrete in Bridge Seismic Design Practice
Smeared Fracture FE-Analysis of Reinforced Concrete Structures—Theory and Examples
FEM Analysis for Structural Performance Design of Concrete Structures
Finite Element Analysis of RC Beam-Column Bridge Connections
Development of Lattice Equivalent Continuum Model for Analysis of Cyclic Behavior of Reinforced Concrete
Modeling of Shear Beahvior of RC Bridge Structures
RC Beam-Column FE Including Bond-Slip
Ductility and Failure Modes of Single Reinforced Concrete Columns
Shear-Flexure Interaction Seismic Analysis and Design
Lattice Model Prediction for Ultimate Deformation of RC Columns Subjected to Cyclic Loading
Localization Issues in Nonlinear Frame Elements
Response Analysis of Reinforced Concrete Frames in Railroad Viaducts Damaged by the Hyogo-Ken-Nanbu Earthquake
Cyclic Analysis of RC Columns: Macro-Element Approach
Ulitmate Behavior of R/C Bearing Walls: Experiment and Modeling
Compressive Fracture Energy and Fracture Zone Length of Concrete
Size Effect on Stress-Strain Curves of Concrete
Size Effect in Shear Strength of RC Beams: Experiment, FE Analysis, and Design Formula
Tension Stiffening Effect in RC Beams with Steel Fiber
Transverse Reinforcement Requirements for Reinforced Concrete Columns Subjected to Ielastic Shear Reversals: A Summary of Two Different Approaches
Three-Dimensional Shear Failure of RC Columns after Cyclic Loading
Behavior of Cyclically Loaded Shear Walls
Shear Performance of Prestressed RC Interior Beam-Column Joints
Control of Residual Displacements of RC Piers by Prestressing
Relationship between Bond and Splitting Force of Deformed Bars with Various Surface Deformations