Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading-Reference-Cited by-同舟云学术

Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading

Published:2023-09 Issue:9 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shi Yu¹,Luo Zeqiao²,Xue Xuanyi³,Peng Lin⁴

Affiliation:

1. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Ph.D. Student, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Assistant Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

4. Assistant Research Fellow, Pangang Group Research Institute Company Limited, Panzhihua 616067, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6239

Reference59 articles.

1. AISC. 2016. Specification for structural steel buildings. AISC 360-16. Chicago: AISC.

2. CEN (European Committee for Standardization). 2006. Design of steel structures—Part 1–5: Plated structural elements. Eurocode 3. EN 1993-1-5. Brussels, Belgium: CEN.

3. Transversally stiffened plate girders subjected to patch loading. Part 1. Preliminary study;Chacón R.;J. Constr. Steel Res.,2013

4. Design recommendations for stainless steel I-sections under concentrated transverse loading;dos Santos G. B.;Eng. Struct.,2020

5. General behaviour and effect of rigid and non-rigid end post in stainless steel plate girders loaded in shear. Part I: Experimental study

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