Title

Macroelement Model For Shear Wall Analysis

Abstract

An efficient modeling scheme for static and dynamic analysis of reinforced concrete shear walls in the inelastic range is presented. The macroelement model of the shear wall is composed of an elastic spring to model axial deformations, two inelastic rotational springs at the ends of the element to model flexure and an inelastic shear spring.

Publication Date

1-1-1994

Publication Title

Computing in Civil Engineering (New York)

Issue

2

Number of Pages

1505-1512

Document Type

Article; Proceedings Paper

Identifier

scopus

Personal Identifier

scopus

Socpus ID

0028098952 (Scopus)

Source API URL

https://api.elsevier.com/content/abstract/scopus_id/0028098952

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