Structural Response of Plan-Curved Steel I-Girder Bridges from an Equivalent Straight Bridge Analysis-Reference-Cited by-同舟云学术

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Structural Response of Plan-Curved Steel I-Girder Bridges from an Equivalent Straight Bridge Analysis

Published:2018-03 Issue:3 Volume:23 Page:04017143
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Alvarez-Acosta Ricardo¹,Valdés-González Jesús²

Affiliation:

1. Civil Engineer, Facultad de Ingeniería, Univ. Autónoma del Estado de México, Cerro de Coatepec s/n, Toluca, Estado de México 50130.

2. Professor, Facultad de Ingeniería, Univ. Autónoma del Estado de México, Cerro de Coatepec s/n, Toluca, Estado de México 50130 (corresponding author).

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.1943-5592.0001187

Reference18 articles.

1. Al-Hashimy M. A. (2005). “Load distribution factors for curved concrete slab-on-steel I-girder bridges.” M.Sc. thesis Ryerson Univ. Ontario Canada.

2. Live-Load Analysis of a Curved I-Girder Bridge

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1. A new approach to estimate the shear strength of curved corrugated steel webs;Structures;2020-04

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