Links

Tools

Export citation

Search in Google Scholar

Cyclic performance of low yield strength steel panel shear walls

Journal article published in 1 by Darren Vian, Ying-Cheng Lin, Michel Bruneau, Keh-Chyuan Tsai
This paper was not found in any repository; the policy of its publisher is unknown or unclear.
This paper was not found in any repository; the policy of its publisher is unknown or unclear.

Full text: Unavailable

Question mark in circle
Preprint: policy unknown
Question mark in circle
Postprint: policy unknown
Question mark in circle
Published version: policy unknown

Abstract

An experimental program of steel panel shear walls is outlined and some results are presented. The specimens tested utilized low yield strength (LYS) steel for the infill panel and reduced beam sections (RBS) at the ends of the beams. Two specimens in the program make allowances for the penetration of the wall panel by utilities, which would exist in an actual retrofit situation. The first, consisting of multiple holes, or perforations, in the steel panel, also has the characteristic of reducing the panel's strength further than the LYS property alone, from that of the solid panel. The second such specimen utilizes quarter-circle cutouts in the top corners of the frame, which are reinforced to transfer all of the panel's forces to the adjacent framing.