Probabilistic Analysis of Brittle Fracture Design Code Provisions for Steel Bridges-Reference-Cited by-同舟云学术

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Probabilistic Analysis of Brittle Fracture Design Code Provisions for Steel Bridges

Published:2022 Issue: Volume: Page:15-26
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
Short-container-title:

Author:

Chien M. Y. X.,Walbridge S.,Kühn B.

Publisher

Springer Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-19-0656-5_2

Reference16 articles.

1. AASHTO (2017) AASHTO LRFD bridge design specifications. Washington D.C.

2. Agarwal AC et al (2007) Calibration report for CAN/CSA-S6-06 Canadian highway bridge design code

3. Canadian Institute of Steel Construction (2002) Straight plate girder bridge design example 1

4. Canadian Standards Association (2019) Canadian highway bridge design code. CAN/CSA-S6-19

5. Canadian Standards Association (2019) Commentary on CSA S6-14, Canadian highway bridge design code. CSA-S6.1-19

Cited by 1 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. Time-Dependent Probabilistic Analysis of Steel Bridge Brittle Fracture;Lecture Notes in Civil Engineering;2024

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