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Research Article

30 November 2024. pp. 38-50
Abstract
References
1

Denpongpan, T. (2001) Effect of reversed loading on shear behavior of reinforced concrete. Master Thesis. Kochi University of Technology.

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Maekawa, K. and Okamura, H. (1983) The Deformational Behavior and Constitutive Equation of Concrete Using the Elasto-plastic and Fracture Model. J. the Faculty of Engineering 37(2), 253-328.

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Meguro, K. and Tagel-Din, H. (1997) A New Efficient Technique for Fracture Analysis of Structures. Bulletin of Earthquake Resistant Structure Research Center 30, 103-116.

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Ristic, D., Yamada, Y. and Iemura, H. (1986) Stress-strain based Modeling of Hysteretic Structures under Earthquake Induced Bending and Varying Axial Loads. Kyoto: Kyoto University. Research report No. 86-ST-01.

5

Sasani, M. and Sagiroglu, S. (2008) Progressive Collapse Resistance of Hotel San Diego. Journal of Structural Engineering 134(3), 478-488.

10.1061/(ASCE)0733-9445(2008)134:3(478)
6

Tagel-Din, H. (2009) High Fidelity Modeling of Building Collapse with Realistic Visualization of Resulting Damage and Debris Using the Applied Element Method. SBIR Report. Washington, D.C.: Defense Threat Reduction Agency (DTRA).

7

Wenwei, W. and Guo, L. (2006) Experimental Study and Analysis of RC Beams Strengthened CFRP Laminates under Sustaining Load. International Journal of Solids and Structures 43(6), 1372-1387.

10.1016/j.ijsolstr.2005.03.076
8

Wibowo, H., Reshotkina, S., and Lau, D. (2009) Modelling progressive collapse of RC bridge during earthquakes. In Proceedings of the CSCE Annual General Conference, St. John's 27-30 May 2009. GC-176:1-11.

Information
  • Publisher :Korea Protective Facility Institute
  • Publisher(Ko) :한국방호시설학회
  • Journal Title :Protective Facility
  • Journal Title(Ko) :방호시설
  • Volume : 1
  • No :1
  • Pages :38-50
  • Received Date : 2024-11-04
  • Accepted Date : 2024-11-12