This paper elaborates on the experimental results of three rectangular wall specimens that were designed according to the New Zealand concrete design standard and were tested under in-plane cyclic loading. The possible failure modes of the New Zealand modern ductile walls and the adequacy of the wall design provisions are discussed in light of the experimental observations.
Blind prediction of in-plane & out-of-plane responses for a thin singly reinforced concrete flanged wall specimen
Validation of a Numerical Model for Prediction of Out-of-Plane Instability in Ductile Structural Walls under Concentric In-Plane Cyclic Loading
Evolution of Out-of-plane Deformation and Subsequent Instability in Rectangular RC Walls under In-plane Cyclic Loading; Experimental Observation
A parametric investigation on applicability of the curved shell finite element model to nonlinear response prediction of planar RC walls
