Title

Nonlinear Analysis Of Mixed Steel-Concrete Frames. Ii: Implementation And Verification

Abstract

This is the second of two companion papers that describe the formulation of analysis models for simulating the inelastic seismic response of three-dimensional mixed frame structures comprised of steel, reinforced-concrete, and/or composite members. Described in a companion paper is the flexibility-based formulation of a three-dimensional beam-column element to model the inelastic cyclic behavior of beam-columns under combined axial load and biaxial bending. This paper describes the development of yield surface equations and stiffness parameter calibration for bisymmetric steel, reinforced concrete, and encased composite beam-columns. Accuracy of the model is verified through comparisons to data from previously published tests and detailed analyses.

Publication Date

6-1-2001

Publication Title

Journal of Structural Engineering

Volume

127

Issue

6

Number of Pages

656-665

Document Type

Article

Personal Identifier

scopus

DOI Link

https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(656)

Socpus ID

0035368832 (Scopus)

Source API URL

https://api.elsevier.com/content/abstract/scopus_id/0035368832

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