Title

Nonlinear analysis of mixed steel-concrete frames. II: Implementation and verification

Authors

Authors

S. El-Tawil;G. G. Deierlein

Comments

Authors: contact us about adding a copy of your work at STARS@ucf.edu

Abbreviated Journal Title

J. Struct. Eng.-ASCE

Keywords

COMPOSITE; Construction & Building Technology; Engineering, Civil

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.

Journal Title

Journal of Structural Engineering-Asce

Volume

127

Issue/Number

6

Publication Date

1-1-2001

Document Type

Article

DOI Link

http://dx.doi.org/10.1061/(asce)0733-9445(2001)127:6(656)

Language

English

First Page

656

Last Page

665

WOS Identifier

WOS:000168903700009

ISSN

0733-9445

Recommended Citation

"Nonlinear analysis of mixed steel-concrete frames. II: Implementation and verification" (2001). Faculty Bibliography 2000s. 7987.
https://stars.library.ucf.edu/facultybib2000/7987