Titlebook: Concrete Structures in Earthquake; Thomas T. C. Hsu Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Concrete Structure

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,Effect of Strain Penetration on RC Beam–Column Joints Subjected to Seismic Loading, as shear failure or bond failure in the joints. Although beam–column joints are designed to exhibit elastic behavior in most design codes, they may show inelastic behavior due to the strain penetration in the plastic hinge region of the beam adjacent to the joint.

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Capacity-Based Inelastic Displacement Spectra for Seismic Evaluation and Design of Reinforced Concrroposed to aid seismic evaluation and design of reinforced concrete bridges. Nonlinear time history analyses of SDOF systems are conducted using a versatile smooth hysteretic model that accounts for the influences of various column design parameters when subjected to far-field and near-fault ground

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Drift Capacity at Onset of Bar Buckling in RC Members Subjected to Earthquakes,, the observed failure mode was related to bar buckling. A procedure is proposed for predicting drift capacity of RC elements considering buckling of longitudinal reinforcement. Results using this procedure are compared with experimental results.

Cpap155

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https://doi.org/10.1007/978-94-017-3575-9splacement curves, and the failure modes. Third, the test results were compared to the analytical results predicted at the University of Houston using a 3D finite element program with the CSMM-based shell elements. The predicted results agree very well with the experimental data.