Abstract: The two‐dimensional strain distribution of a member can be decomposed into a series of orthogonal strain‐mode tensors representing simple geometrical deformation modes. Expansion coefficients of the series are obtained by ...

Abstract: Four beam models were examined in tests of reinforced concrete (RC) columns failing in flexural yielding with ends rotated independent of each other. A one‐component model assuming an elastic member with rigid‐plastic ...

Abstract: Probabilistic techniques are of vital use in predicting the seismic story drifts of buildings, which vary due to uncertainties in the characteristics of future earthquake motions. This paper proposes a procedure for ...

Abstract: The objective of the present study is to contribute to the understanding of the seismic behavior and performance of reinforced concrete flexure-dominated walls when their boundaries are subjected to high compression. Typical ...