Concrete-Filled Steel Tubular Tied Arch Bridge System: Application to Columbus Viaduct-Reference-Cited by-同舟云学术

Concrete-Filled Steel Tubular Tied Arch Bridge System: Application to Columbus Viaduct

Published:2012-01 Issue:1 Volume:17 Page:107-116
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Morcous G.¹²³⁴,Hanna K.¹²³⁴,Deng Y.¹²³⁴,Tadros M. K.¹²³⁴

Affiliation:

1. Associate Professor, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, 1110 S. 67th St., Omaha, NE 68182 (corresponding author).

2. Project Engineer, Con-Fab California Corporation, 1910 E. Lathrop Road, Lathrop, CA 95330; formerly, Post-Doctoral Fellow, Civil Engineering, Univ. of Nebraska-Lincoln, 1110 S. 67th St., Omaha, NE 68182.

3. Ph.D. Candidate, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, 1110 S. 67th St., Omaha, NE 68182.

4. Leslie D. Martin Emeritus Professor, Civil Engineering, Univ. of Nebraska-Lincoln, 1110 S. 67th St., Omaha, NE 68182-0178.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000205

Reference13 articles.

1. Slenderness limits for filled circular steel tubes

2. Bradford M. A. Pi Y. L. and Gilbert R. I. (2006a). “Nonlinear in-plane behavior and buckling of concrete-filled steel tubular arches.” Proc. Tubular Structures XI: 11th Int. Symp. and IIW Int. Conf. on Tubular Structures J. A. Packer and S. Willibald eds. Taylor & Francis London 353–358.

3. In-Plane Nonlinear Analysis and Buckling of Tied Circular Arches

4. Flexural strength analysis of non-post-tensioned and post-tensioned concrete-filled circular steel tubes

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