Response of unreinforced masonry buildings

Journal of Earthquake Engineering

Volumn 1, Issue 1, 1997, Pages 257-273

  Abrams, Daniel P ^a  

^a University of Illinois at Urbana Champaign   (United States)

Author keywords

Acceleration; Amplification; Brick; Clay unit masonry; Diaphragm; Displacement; Dynamics; Elastic; Evaluation; Inertia; Lateral forces; Nonlinear; Rehabilitation; Response seismic; Spectra; Stiffness; Strength; Unreinforced

Indexed keywords

EID: 26844453824     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469708962368     Document Type: Article

References (6)

1. Abrams, D. P. [1995] “The importance of the diaphragm on seismic response of buildings,” Proc. ASCE Structures Congress XIII, Boston, April, 4 pp.
2. Costley, A. C. and Abrams, D. P. [1995a] “Seismic response of URM buildings,” Proc. Seventh Canadian Masonry Symposium, McMaster University, Hamilton, Ontario, June, pp. 72-83.
3. Costley, A. C. and Abrams, D. P. [1995b] “Dynamic response of URM buildings with flexible diaphragms,” Structural Research Series No. 605, University of Illinois at Urbana- Champaign, October, 272 pp.
4. Costley, A. C. and Abrams, D. P. [1996a] “Response of building systems with rocking piers and flexible diaphragms,” Proc. of the ASCE Structures Congress IX: Worldwide Advances in Structural Concrete and Masonry, Chicago, April, 6 pp.
5. Costley, A. C. and Abrams, D. P. [1996b] “Seismic Evaluation of URM Buildings,” Proc. of 11th World Conference on Earthquake Engineering, Acapulco, June, 9 pp.
6. NEHRP [1994] NEHRP Recommended Provisions for Seismic Regulations for New Buildings, FEMA 222A, 1994 edition, Building Seismic Safety Council, Washington DC, 290 pp.