Midply Truss Wall System: High-Performance Shear Wall for Midrise Wood-Frame Buildings

被引:9
|
作者
Hong, Jung-Pyo [1 ,2 ]
Ni, Chun [2 ]
Vinson, Matt [3 ]
机构
[1] SK Forest, Seoul 110718, South Korea
[2] FPInnovations, Wood Prod Div, Vancouver, BC V6T 1W5, Canada
[3] Eagle Met Prod, Dallas, TX 75234 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2012年 / 138卷 / 09期
基金
加拿大自然科学与工程研究理事会;
关键词
Shear walls; Wood structures; Experimental studies; Cyclic tests; Wood trusses; Conceptual design; Connections;
D O I
10.1061/(ASCE)ST.1943-541X.0000536
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A high-performance wood-frame shear wall system, named the MIDPLY truss wall (MTW), was developed for application to midrise wood-frame buildings. The basic MTW system consists of metal-plate-connected wood trusses, sheathing panels, and steel tie-downs. The sheathing panels of the MTW system are placed between the wood trusses and connected with mechanical fasteners. The main concept of the MTW system is to increase the lateral load resistance of a shear wall by reconfiguring the wall frame members into lateral load-resisting wood trusses. In this study, the feasibility of the MTW system was investigated. Eight 2,440 3 2,440 mm MTW walls were constructed and tested under monotonic and cyclic loading in accordance with ASTM test standards. Shear stiffness, strength properties, and ductility of the MTW walls were evaluated and compared with those of comparable MIDPLY walls. Overall, the MTW system shows significant improvements in shear stiffness, yield load, peak load, and ductility. This paper contains a discussion of the failure modes, the effect of the vertical load, the importance of truss design, and the further studies needed. DOI: 10.1061/(ASCE)ST.1943-541X.0000536. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:1120 / 1127
页数:8
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