About this document

Epackachi Et Al 2014 in Plane Seismic Behavior of Rectangular Steel Plate Composite Wall Piers by 11812093 is a document available to read on EtoBox.

This document presents an experimental study on the in-plane seismic behavior of large-scale rectangular steel-plate composite (SC) wall piers subjected to cyclic lateral loading. The study involved four specimens with varying design parameters, and findings indicated that the walls failed in a flexural mode, achieving peak shearing strengths as estimated through pretest analyses and numerical simulations. The results highlight the influence of design variables such as wall thickness and reinforcement ratio

Author

11812093

Language

EN