Risk analysis of bridge falsework cuplok systems
Author:
Affiliation:
1. Department of Structures, National Laboratory for Civil Engineering, Lisbon, Portugal
2. Department of Mechanical Engineering and Mathematical Sciences, Oxford Brookes University, Oxford, UK
Funder
Fundação para a Ciência e a Tecnologia
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15732479.2016.1265991
Reference46 articles.
1. André, J. (2014). Determination of the main parameters affecting the performance of bridge falsework systems (PhD Thesis). Oxford, UK: Oxford Brookes University.
2. Recent advances and existing challenges in the design of bridge falsework systems
3. New indices of structural robustness and structural fragility
Cited by 3 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. Reliability-based calibration of partial factors for the design of temporary scaffold structures;Structure and Infrastructure Engineering;2019-10-08
2. Numerical analysis of bridge falsework Cuplok systems;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2019-03
3. Experimental analysis of bridge falsework Cuplok systems;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2018-09
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