Behavior of reinforced concrete beams and columns subjected to blast loading
Open Access
- 2 August 2018
- journal article
- research article
- Published by Elsevier BV in Defence Technology
- Vol. 14 (5), 550-559
- https://doi.org/10.1016/j.dt.2018.07.026
Abstract
No abstract availableKeywords
Funding Information
- The National Natural Science Foundation of China (11390362, 11221202)
This publication has 12 references indexed in Scilit:
- Equivalent single-degree-of-freedom analysis for blast-resistant designInternational Journal of Steel Structures, 2016
- A modified single degree of freedom method for the analysis of building steel columns subjected to explosion induced blast loadInternational Journal of Impact Engineering, 2016
- Experimental study of CFDST columns infilled with UHPC under close-range blast loadingInternational Journal of Impact Engineering, 2016
- Experimental Comparison of the Performance and Residual Capacity of CFFT and RC Bridge Columns Subjected to BlastsJournal of Bridge Engineering, 2016
- Behavior of ultra-high performance fiber reinforced concrete columns under blast loadingInternational Journal of Impact Engineering, 2015
- Single-Degree-of-Freedom Approach to Incorporate Axial Load Effects on Pressure Impulse Curves for Steel ColumnsJournal of Engineering Mechanics, 2015
- Single Degree of Freedom Analysis of Steel Beams under Blast LoadingApplied Mechanics and Materials, 2014
- Dynamic Response of Steel Columns Subjected to Blast LoadingJournal of Structural Engineering, 2014
- Experimental study on scaling the explosion resistance of a one-way square reinforced concrete slab under a close-in blast loadingInternational Journal of Impact Engineering, 2012
- SDOF Models for RC and FRC Circular Plates under Blast LoadsApplied Mechanics and Materials, 2011