Title

Inelastic models for composite moment connections in RCS frames

Abstract

An analysis model for joints between reinforced concrete columns and steel beams is presented. The inelastic relations account for stiffness degradation and pinching behavior associated with different force transfer mechanisms in the joint. The model is validated by comparison to test results, and is implemented into a computer program for performing inelastic static and dynamic analyses of three-dimensional mixed steel-concrete frames.

Publication Date

1-1-1997

Publication Title

Proceedings of the Engineering Foundation Conference

Number of Pages

197-210

Document Type

Article; Proceedings Paper

Personal Identifier

scopus

Socpus ID

0030692582 (Scopus)

Source API URL

https://api.elsevier.com/content/abstract/scopus_id/0030692582

This document is currently not available here.

Share

COinS