Residual axial compression capacity of localized blast-damaged RC columns

Author:

Wu Ke-Chiang,Li Bing,Tsai Keh-Chyuan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference11 articles.

1. Drift-controlled design of reinforced concrete frame structures under distant blast conditions-part i: theoretical basis;Li;International Journal of Impact Engineering,2007

2. Deformation–controlled design of RC flexural members subjected to blast loadings;Rong;ASCE Journal of Structural Engineering,2008

3. Thilakarathna HMI, Thambiratnam, DP, Dhanasekar S, Perera NJ. Behaviour of axially loaded concrete columns subjected to transverse impact loads. In: Our World in Concrete and Structures : Green Concrete, 16-18 August 2009, Orchard Plaza, Singapore.

4. The verification of non-dimensional energy spectrum based blast design for reinforced concrete members through actual blast tests;Li;ASCE Journal of Structural Engineering,2010

5. Review of static and dynamic properties of steel reinforcing bars;Malvar;ACI Materials Journal,1998

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