Risk analysis of bridge falsework cuplok systems

Author:

André João1,Beale Robert2,Baptista António M.1

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

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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