In-plane stiffness of shear walls with openings

Building and Environment

Volumn 34, Issue 2, 1998, Pages 109-127

  Qamaruddin, M ^a  

^a SULTAN QABOOS UNIVERSITY   (Oman)

Author keywords

[No Author keywords available]

Indexed keywords

ELASTICITY; ESTIMATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL LOADS;

IN PLANE STIFFNESS; LATERAL LOAD;

SHEAR WALLS;

EID: 0033102044     PISSN: 03601323     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0360-1323(98)00006-7     Document Type: Article

References (9)

1. Yorkdale AH. Masonry building systems. Proc. ASCE - IABSE International Conference on Planning and Design of Tall Building, Leigh University, 1974.
2. Army, Navy and Air Force. Seismic design for buildings. Tri-Services Manual TM 5-89-10, U.S.A, 1973.
3. Benjamin JR, Williams HA. Journal of Structural Division. 84:1954;4.
4. Dercho AT, Schultz DM, Fintel M. Analysis and design of small reinforced concrete buildings for earthquake forces. Portland Cement Association, Chicago, U.S.A., 1974.
5. Schneider RR, Dickey WL. Reinforced masonry design. Prentice-Hall Inc., 1994.
6. Qamaruddin M, Al-Oraimi S, Hago AW. Mathematical model for lateral stiffness of shear walls with openings. Proceedings of Seventh North American Masonry Conference, University of Notre Dame, South Bend, Indiana, U.S.A., 1996. pp. 605-17.
7. Qamaruddin M, Mauroof ALM. Journal of Structural Engineering [accepted for publication in the July. 25:1998;2.
8. Images-3D User Manual, Celestial Software Inc., California, U.S.A. 1, 1990.
9. Bennet RM. A set of class notes for masonry design. Department of Civil and Environmental Engineering, College of Engineering, The University of Tennessee, Knoxville, U.S.A. Private Communication, 1996.