Behavior of RC Beams Subjected to High Rates of Concentrated Loading-Reference-Cited by-同舟云学术

Behavior of RC Beams Subjected to High Rates of Concentrated Loading

Published:2008-12 Issue:12 Volume:134 Page:1839-1851
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cotsovos D. M.¹²³,Stathopoulos N. D.¹²³,Zeris C. A.¹²³

Affiliation:

1. Concept Engineering Consultants, 8 Warple Mews, Warple Way, London W3 0RF, U.K.

2. Tutor of Technical Studies, Architectural Association School of Architecture, 36 Bedford Square, London WC1B 3ES, U.K.

3. Assistant Professor, Dept. of Civil Engineering, National Technical Univ. of Athens, Zografou 15775, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282008%29134%3A12%281839%29

Reference21 articles.

1. Nonlinear response of concrete beams and plates under impact loading

2. ANSYS. (2004). Version 9.0 Houston PA: Swanson Analysis Systems Inc.

3. A survey of numerical methods and computer programs for dynamic structural analysis

4. Impact behaviour of plain concrete loaded in uniaxial compression;Bischoff P. H.;J. Eng. Mech.,1995

5. Cotsovos D. M. (2004). “Numerical investigation of structural concrete under dynamic (earthquake and impact) loading.” Ph.D. thesis Univ. of London London.

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