Abstract: Test results of 24 reinforced concrete wall panels in two‐way action (i.e., supported on all the four sides) and subjected to in‐plane vertical load are presented. The load is applied at an eccentricity to represent possible ...

Abstract: Test results of 24 reinforced concrete wall panels in one‐way in‐plane action are presented. The panels were loaded at a small eccentricity to reflect possible eccentric loading in practice. Influences of slenderness ratio, ...

Abstract: In this paper, nonhomogeneous Markov chains are proposed for modeling the cracking behavior of reinforced concrete beams subjected to monotonically increasing loads. The model facilitates prediction of the maximum crackwidth ...

Abstract: Test results of 12 reinforced concrete (RC) wall panels with openings are presented. The panels have been subjected to in‐plane vertical loads applied at an eccentricity to represent possible accidental eccentricity that ...