Quasi-static strength of bridge fingerplates under various design parameters-Reference-Cited by-同舟云学术

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Quasi-static strength of bridge fingerplates under various design parameters

Published:2021-08 Issue: Volume:32 Page:2161-2173
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Mutnbak Mohammed,Salim Hani,El-Sisi Alaa El-Din

Publisher

Elsevier BV

Subject

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

Reference21 articles.

1. AASHTO. AASHTO LRFD bridge design specifications; 2014.

2. Alberta Infrastructure and Transportation. CHAPTER 6 – DECK JOINTS. Bridge Inspection and Maintenance Manual, Alberta Infrastructure and Transportation; 2007, p. 1–12.

3. ANSYS. ANSYS 18 Documentation. Canonsburg, PA: ANSYS, Inc., ANSYS; 2017.

4. ASTM E8. ASTM E8/E8M standard test methods for tension testing of metallic materials 1. Ann Book ASTM Standards 2016;4(C):1–27.

5. Brown MC. Concrete bridge deck joints: state of the practice. Raleigh, NC; 2011.

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1. Damage assessment of perforated steel beams subjected to blast loading;Structures;2022-06

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