Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference32 articles.
1. Elastic, finite deflection and strain rate effects in a mode approximation technique for plastic deformation of pulse-loaded structures;Symonds;J Mech Eng Sci,1980
2. Elasto-plastic blast response of rectangular plates;Yankelevsky;Internat J Impact Eng,1985
3. Ross TJ. Direct shear failure in reinforced concrete beams under impulsive loading. Ph.D. thesis. California (USA): Stanford University; 1983.
4. Analysis of impulsively loaded reinforced concrete structural elements;Krauthammer;Comput Struct,1993
5. Reliability analysis of direct shear and flexural failure modes of RC slabs under explosive loading;Low;Eng Struct,2002
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