Blast Fragility and Sensitivity Analyses of Steel Moment Frames with Plan Irregularities

Author:

Kumar Anil,Matsagar VasantORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference31 articles.

1. Alrudaini, T. M. S. (2011). A new mitigation scheme to resist the progressive collapse of reinforced concrete buildings. Doctor of Philosophy Thesis, University of Wollongong, Wollongong, Australia.

2. ASCE 7-05. (2005). Minimum design loads for buildings and other structures. Reston, VA: American Society of Civil Engineers (ASCE).

3. ASCE 41-06. (2007). Seismic rehabilitation of existing buildings. Reston, VA: American Society of Civil Engineers (ASCE).

4. Asprone, D., Jalayer, F., Prota, A., & Manfredi, G. (2010). Proposal of a probabilistic model for multi-hazard risk assessment of structures subjected to blast loads for the limit state of collapse. In 14th world conference on earthquake engineering, Beijing, China.

5. Bandyopadhyay, M., Banik, A. K., & Datta, T. K. (2015). Progressive collapse of three-dimensional semi-rigid jointed steel frames. Journal of Performance of Constructed Facilities. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000796 .

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