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
相关论文
共 50 条
  • [31] Lateral Performance for Wood-Frame Shear Walls-A Critical Review
    Xu, Wei
    Corbi, Ottavia
    Mapesela, Seithati
    Chen, Yue
    Gaff, Milan
    Li, Haitao
    JOURNAL OF RENEWABLE MATERIALS, 2022, 11 (05) : 2143 - 2169
  • [32] Moisture Performance of Energy-Efficient and Conventional Wood-Frame Wall Assemblies in a Mixed-Humid Climate
    Glass, Samuel V.
    Kochkin, Vladimir
    Drumheller, S. Craig
    Barta, Lance
    BUILDINGS, 2015, 5 (03) : 759 - 782
  • [33] FREE-VIBRATION OF ASYMMETRIC SHEAR WALL FRAME BUILDINGS
    BALENDRA, T
    SWADDIWUDHIPONG, S
    QUEK, ST
    LEE, SL
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1984, 12 (05): : 629 - 650
  • [34] Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings
    Yang, Deshan
    Chen, Zhongfan
    BIORESOURCES, 2024, 19 (02): : 2916 - 2934
  • [35] SEISMIC PERFORMANCE TESTING OF PARTIALLY AND FULLY ANCHORED WOOD-FRAME SHEAR WALLS
    White, Kevin B. D.
    Miller, Thomas H.
    Gupta, Rakesh
    WOOD AND FIBER SCIENCE, 2009, 41 (04): : 396 - 413
  • [36] Frame model for outrigger truss-core wall joint in super high-rise buildings
    Nie, Jianguo
    Ding, Ran
    Fan, Jiansheng
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2013, 34 (09): : 13 - 23
  • [37] An Assessment of Seismic Floor Accelerations in Wood Shear Wall Buildings
    Jayamon, J. R.
    Line, P.
    Charney, F. A.
    IMPROVING THE SEISMIC PERFORMANCE OF EXISTING BUILDINGS AND OTHER STRUCTURES 2015, 2015, : 459 - 470
  • [38] Development of an amplified added stiffening and damping system for wood-frame shear walls
    Montano, Jairo
    Maury, Rudy
    Luis Almazan, Jose
    Estrella, Xavier
    Guindos, Pablo
    LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES, 2020, 17 (05) : 1 - 26
  • [39] Study of the lateral performance of wood-frame shear walls with different sheathing arrangements
    Long, Weiguo
    Lu, Wenfan
    Liu, Yifeng
    Song, Qianyi
    Ou, Jiajia
    Li, Qiuji
    Pan, Peng
    STRUCTURES, 2025, 71
  • [40] Optimum Level of Shear Wall Curtailment in Wall-Frame Buildings: The Continuum Model Revisited
    Atik, Malik
    Badawi, Mohammad Molham
    Shahrour, Isam
    Sadek, Marwan
    JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (01)