Performance of bamboo reinforced concrete masonry shear walls

被引:75
作者
Moroz, J. G. [1 ]
Lissel, S. L. [2 ]
Hagel, M. D. [3 ]
机构
[1] Stantec Consulting Ltd, Calgary, AB, Canada
[2] Univ Calgary, Dept Civil Engn, Calgary, AB T2N 1N4, Canada
[3] Alberta Masonry Council, Calgary, AB, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Concrete masonry wall; Seismic; Bamboo reinforcement; In-plane loading; STRENGTH;
D O I
10.1016/j.conbuildmat.2014.02.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the results from tests on a total of seven squat concrete masonry walls under quasi-static, in-plane, cyclic loading are reported. One wall was reinforced with conventional steel reinforcement vertically and horizontally in bond beams. The other walls were reinforced with varying amounts of Tonkin cane bamboo reinforcement both vertically and horizontally in bond beams. The performance of the walls is presented in this paper comparing different reinforcement layouts and both partially and fully grouted walls. The significance of this study is that it shows bamboo to be a viable alternative to steel reinforcement, which could be of use in low-cost housing applications in regions where bamboo is more cost-effective than steel. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:125 / 137
页数:13
相关论文
共 42 条
[1]  
Abang A, 1983, P S, P177
[2]  
Akejua T.A.I., 2001, P INT C STRUCTURAL E, P1463
[3]  
Ali I., 1979, P INT C HOUSING PLAN, P263
[4]  
Aziz M.A., 1981, APPROPRIATE TECH, P110
[5]   Performance of composite soil reinforced with barley straw [J].
Bouhicha, M ;
Aouissi, F ;
Kenai, S .
CEMENT & CONCRETE COMPOSITES, 2005, 27 (05) :617-621
[6]  
Brink F.E., 1966, BAMBOO REINFORCED CO
[7]   STATE-OF-THE-ART REPORT ON SEISMIC PERFORMANCE OF UNREINFORCED MASONRY BUILDINGS [J].
BRUNEAU, M .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1994, 120 (01) :230-251
[8]  
Chu H.K., 1914, BAMBOO REINFORCED CO
[9]   RICE HUSK ASH-LIME-CEMENT MIXES FOR USE IN MASONRY UNITS [J].
COOK, DJ ;
PAMA, RP ;
PAUL, BK .
BUILDING AND ENVIRONMENT, 1977, 12 (04) :281-288
[10]  
Cox F.B., 1969, EXPEDIENT REINFORCEM