Determining Geometric Out-of-Plane Imperfections in Steel Tied-Arch Bridges Using Strain Measurements-Reference-Cited by-同舟云学术

Determining Geometric Out-of-Plane Imperfections in Steel Tied-Arch Bridges Using Strain Measurements

Published:2014-06 Issue:3 Volume:28 Page:549-558
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

De Backer Hans¹,Outtier Amelie²,Van Bogaert Philippe³

Affiliation:

1. Professor, Dept. of Civil Engineering, Ghent Univ., B-9052 Ghent, Belgium (corresponding author).

2. Postdoctoral Fellow, Dept. of Civil Engineering, Ghent Univ., B-9052 Ghent, Belgium.

3. Professor, Dept. of Civil Engineering, Ghent Univ., B-9052 Ghent, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000445

Reference9 articles.

1. European Convention for Constructional Steelwork and Association Internationale des Ponts et Charpentes. (1976). “Introductory report.” European Convention for Constructional Steelwork and Association Internationale des Ponts et Charpentes 2nd Int. Colloquium on Stability Puteauw Paris.

2. Hottinger Baldwin Messtechnik (HBM). (2012). “Strain gauges and accessories.” 〈http://www.hbm.com/fileadmin/mediapool/hbmdoc/technical/s1265.pdf〉 (Dec. 1 2012).

3. Leuven Measurement System (LMS) Samtech. (2012). “ SAMCEF solver suite.” 〈http://www.lmsintl.com/samcef-solver-suite〉 (Dec. 1 2012).

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Enhanced buckling reduction factors using amplified imperfections for existing steel structures;Journal of Constructional Steel Research;2024-03

2. Improved Buckling Reduction Factors for Existing Steel Structures Accounting for Different Imperfections;2024

3. Investigation of Actual In-Plane Geometric Imperfections of Steel Tied-Arch Bridges;Applied Sciences;2023-05-23

4. Reliable Fatigue-Life Assessment of Short Steel Hanger in a Rigid Tied Arch Bridge Integrating Multiple Factors;Journal of Performance of Constructed Facilities;2018-08

5. Fatigue Behavior Evaluation of Full-Field Hangers in a Rigid Tied Arch High-Speed Railway Bridge: Case Study;Journal of Bridge Engineering;2018-05