Behavior of Masonry-Infilled Nonductile Reinforced Concrete Frames

Author:

Al-Chaar Ghassan1,Issa Mohsen2,Sweeney Steve3

Affiliation:

1. Research Structural Engineer, Construction Engineering Research Laboratories, Champaign, IL 61826.

2. Associate Professor, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, Chicago, IL 60612.

3. Senior Structural Engineer, Construction Engineering Research Laboratories, Champaign, IL 61826.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference9 articles.

1. Al-Chaar G. (1998). “Non-ductile behavior of reinforced concrete frames with masonry infill panels subjected to in-plane loading.” PhD thesis Univ. of Illinois at Chicago Chicago.

2. Fiorato A. E. Sozen M. A. and Gamble W. L. (1970). “An investigation of the interaction of reinforced concrete frames with masonry filler walls.” Civil Eng. Studies Structural Research Series Rep. No. 370 Univ. of Illinois Urbana Ill.

3. Procedure for determining seismic vulnerability of building structures.;Gulan P.;ACI Struct. J.,1999

4. COMBINED LOADING ON INFILLED FRAMES.

5. Mehrabi A. B. Shing P. B. Schuller M. P. and Noland J. L. (1996). “Performance of masonry-infilled reinforced concrete frames under in-plane lateral load.” Structural Engineering and Structural Mechanics Research Series Rep. No. CU/SR Univ. of Colorado at Boulder Boulder Colo.

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