Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference27 articles.
1. Asprone, D., Jalayer, F., Prota, A., & Manfredi, G. (2010). Proposal of a probabilistic model for multi-hazard risk assessment of structures in seismic zones subjected to blast for the limit state of collapse. Structural Safety, 32, 25–34.
https://doi.org/10.1016/j.strusafe.2009.04.002
.
2. Bucher, C. G. (1988). Adaptive sampling—an iterative fast monte- carlo procedure. Structural Safety, 5, 119–126.
https://doi.org/10.1016/0167-4730(88)90020-3
.
3. Department of Defense (DOD). (2013). Unified facilities criteria (UFC): design of buildings to resist progressive collapse. Washington (DC).
4. Ellingwood, B. R. (2006). Mitigating risk from abnormal loads and progressive collapse. Journal of Performance of Constructed Facilities., 20(4), 315–323.
https://doi.org/10.1061/(asce)0887-3828(2006)20:4(315)
.
5. General Service Administration (GSA). (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington (DC).
Cited by
6 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