Experimental in-plane shear strength investigation of reinforced concrete masonry walls

Journal of Structural Engineering

Volumn 132, Issue 3, 2006, Pages 400-408

  Voon, K C ^a   Ingham, J M ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

Author keywords

Axial loads; Concrete masonry; Grouting; Reinforcement; Shear strength; Walls

Indexed keywords

COMPRESSIVE STRESS; GROUTING; MASONRY CONSTRUCTION; REINFORCED CONCRETE; SHEAR STRESS; WALLS (STRUCTURAL PARTITIONS);

AXIAL LOADS; CONCRETE MASONRY; WALLS;

SHEAR STRENGTH;

EID: 32944473830     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:3(400)     Document Type: Article

References (12)

1. Chen, Shi-Wen J., Hidalgo, P. A., Mayes, R. L., Clough, R. W., and McNiven, H. D. (1978). " Cyclic loading tests of masonry single piers, vol. 2: Height to width ratio of 1.. " Report No. UCB/EERC-78/28, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
2. Hidalgo, P. A., Mayes, R. L., McNiven, H. D., and Clough, R. W. (1979). " Cyclic loading tests of masonry single piers. Vol. 3: Height to width ratio of 0.5.. " Report No. UCB/EERC-79/12, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
3. Hiraishi, H. (1985). " Flexural behaviour of reinforced masonry walls.. " Proc., 1st Meeting of the U.S.-Japan Joint Technical Coordinating Committee on Masonry Research, Tokyo,.
4. Matsumura, A. (1988). " Shear strength of reinforced masonry walls.. " Proc., 9th World Conf. on Earthquake Engineering, Vol. 7, 121-126.
5. Mayes, R. L., Omote, Y., and Clough, R. W. (1976). " Cyclic shear tests on masonry piers. Vol. 1: Test results.. " Report No. UCB/EERC-76/8, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
6. National Earthquake Hazards Reduction Program (NEHRP). (1997). " Recommended provisions for seismic regulations for new buildings and other structures. Part 1: Provisions.. " Building Seismic Safety Council, Washington, D.C.
7. Priestley, M. J. N. (1977). " Seismic resistance of reinforced concrete masonry shear walls with high steel percentages.. " Bulletin of the New Zealand National Society for Earthquake Engineering, 10 (1), 1-16.
8. Priestley, M. J. N. (1980). " Seismic design of masonry buildings-background to the draft masonry design code DZ 4210.. " Bulletin of the New Zealand National Society for Earthquake Engineering, 13 (4), 329-346.
9. Shing, P. B., Schuller, M., and Hoskere, V. S. (1990). " In-plane resistance of reinforced masonry shear walls.. " J. Struct. Eng., 116 (3), 619-640.
10. Sveinsson, B. I., Mayes, R. L., and McNiven, H. D. (1985). " Cyclic loading of masonry single piers. Vol. 4: Additional test with Height to Width Ratio of 1.. " Report No. UCB/EERC-85/15, EarthquakeEngineering Research Center, Univ. of California, Berkeley, Calif.
11. Voon, K. C., and Ingham, J. M. (2001). " Toward suitable shear strength provisions for inclusion in the New Zealand masonry design standard.. " Proc., 6th Australasian Masonry Conference, Adelaide, South Australia, 393-402.
12. Voon, K. C., and Ingham, J. M. (2003). " Shear strength of concrete masonry walls.. " School of Engineering Report No. 611, Univ. of Auckland, Auckland, New Zealand.