Classification and Seismic Safety Evaluation of Existing Reinforced Concrete Columns

Author:

Zhu L.123,Elwood K. J.123,Haukaas T.123

Affiliation:

1. Design Engineer, Buckland & Taylor, Ltd., 101-788 Harbourside Dr., North Vancouver BC, Canada V7P 3R7.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Lane, Vancouver BC, Canada V6T 1Z4 (corresponding author). E-mail: elwood@civil.ubc.ca

3. Assistant Professor, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Lane, Vancouver BC, Canada V6T 1Z4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference50 articles.

1. Rehabilitation of shear critical concrete columns by use of rectangular steel jackets;Aboutaha R. S.;ACI Struct. J.,1999

2. Shear resisting behavior of short reinforced concrete columns under biaxial bending-shear;Arakawa T.;Trans. Jpn. Concr. Inst.,1999

3. ASCE. (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” FEMA 356 Federal Emergency Management Agency Washington D.C.

4. Atalay M. B. and Penzien J. (19975). “The seismic behavior of critical regions of reinforced concrete components as influenced by moment shear and axial force.” Rep. No. EERC 75–19 Univ. of California Berkeley Calif. 226.

5. Azizinamini A. Johal L. S. Hanson N. W. and Corley W. G. (1988). “Effects of transverse reinforcement on sismic performance of columns—A partial parametric investigation.” Project No. CR-9617 Construction Technology Laboratories skokie Ill.

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