Effectiveness of Rehabilitation on Seismic Behavior of Masonry Piers-Reference-Cited by-同舟云学术

Effectiveness of Rehabilitation on Seismic Behavior of Masonry Piers

Published:2007-01 Issue:1 Volume:133 Page:32-43
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Abrams Daniel¹²³⁴,Smith Tracy¹²³⁴,Lynch Jaret¹²³⁴,Franklin Shaun¹²³⁴

Affiliation:

1. Willett Professor of Engineering, Univ. of Illinois at Urbana-Champaign, 2118 Newmark Lab, 205 N. Mathews, Urbana, IL 61801.

2. Structural Engineer, Wiss, Janney, and Elstner Associates, Inc., 330 Pfingsten Rd., Northbrook, IL 60062.

3. Structural Engineer, Wiss, Janney, and Elstner Associates, Inc., 2 Trap Falls Rd., Suite 502, Shelton, CT 06484.

4. Structural Engineer, KL&A of Colorado, 805 14th St., Golden, CO 80401.

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%282007%29133%3A1%2832%29

Reference9 articles.

1. Abrams D. P. (1992). “Strength and behavior of unreinforced masonry elements.” Proc. 10th World Conf. on Earthquake Engineering Madrid Spain Balkema Publishers 3475–3480.

2. Costley A. C. and Abrams D. P. (1996). “Dynamic response of unreinforced masonry buildings with flexible diaphragms.” Technical Rep. No. NCEER-96-0001 National Center for Earthquake Engineering Research State Univ. of New York at Buffalo Buffalo N.Y.

3. Epperson G. S. and Abrams D. P. (1989). “Nondestructive evaluation of masonry buildings.” Rep. No. 89-26-03 Advanced Construction Technology Center Univ. of Illinois Urbana Ill.

4. Franklin S. Lynch J. and Abrams D. P. (2003). “Performance of rehabilitated URM shear walls: Flexural behavior of piers.” Mid-America Earthquake Center Research Rep. Univ. of Illinois Urbana Ill.

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