Seismic strengthening of unreinforced masonry piers with steel elements

Earthquake Spectra

Volumn 12, Issue 4, 1996, Pages 845-862

  Rai, Durgesh C ^a   Goel, Subhash C ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; LOADING; MASONRY; PIER; SEISMIC RESPONSE; STEEL STRUCTURE; STRUCTURAL RESPONSE;

EARTHQUAKE RESISTANCE; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; MODERNIZATION; STEEL BEAMS AND GIRDERS; STIFFNESS; STRUCTURAL FRAMES; WALLS (STRUCTURAL PARTITIONS);

SEISMIC STRENGTHENING;

PIERS;

EID: 0030290776     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1585913     Document Type: Article

References (7)

1. ABK (1984). Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings. Topical Report 08, National Science Foundation, Contract No. NSF-C-PFR-78-19200, Applied Science and Research Applications, Washington, DC, 20550.
2. Hibbit, Karlson and Sorenson. (1995). ABAQUS User's Manuals, Version 5.4, Hibbit, Carlson and Sorenson Inc., Providence, RI.
3. McDowell, E. L., McKee, K. E. and Sevin, E. (1956). Arching action theory of masonry walls. J. Struct. Div., ASCE, ST2, Mar, 915/1-915/18.
4. Rai, D. C., Goel, S. C., and Holmes, W. T. (1994). Seismic strengthening of URM buildings with ductile steel bracing. Proceedings of ASCE Structures Congress, Atlanta, April 24-28, 809-814
5. Rai, D. C. and Goel, S. C. (1996). Seismic strengthening of unreinforced masonry buildings with steel elements. UMCEE Rep. No. 96-04, Dept. of Civ. Engrg., The University of Michigan, Ann Arbor, MI, Jan.
6. UBC (1991).Uniform Building Code. International Conference of Building Officials, Whittier, California.
7. UCBC (1991).Uniform Code for Building Conservation. International Conference of Building Officials, Whittier, California.