ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Comparison of Slitted and Non-Slitted R. C. Shear Walls With Boundary Elements Under Horizontal Forces

by Maw-Shyong Sheu, Natl Cheng-Kung Univ, Taiwan,
Pi-Ta Lo, Natl Cheng-Kung Univ, Taiwan,
Yi-Shinn Chen, Natl Cheng-Kung Univ, Taiwan,



Document Type: Proceeding Paper

Part of: Seismic Engineering: Research and Practice

Abstract:

This paper compares the differences of aseismic behaviours between slitted and non-slitted shear walls under horizontal forces. There are 5 specimens for slitted shear walls and another 5 specimens for non-slitted shear walls. The static horizontal forces, uniformly distributed at top of wall, are monotonic, repeated in one direction, reversed in two directions and random cyclic. The comparisons of crack propagation and load-deflection curves under each loading history are discussed for slitted and non-slitted shear walls. The comparisons of energy dissipation at failure stage and deterioration of residual capacity are also discussed in this paper.

Subject Headings: Shear walls | Reinforced concrete | Failure analysis | Comparative studies | Shear forces | Shear resistance | Cracking

Services: Buy this book/Buy this article

 

Return to search