Midply Truss Wall System: High-Performance Shear Wall for Midrise Wood-Frame Buildings-Reference-Cited by-同舟云学术

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

Published:2012-09 Issue:9 Volume:138 Page:1120-1127
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hong Jung-Pyo¹,Ni Chun²,Vinson Matt³

Affiliation:

1. Senior Manager, SK Forest, 4F Baeksang Bldg., 197-28, Gwanhun-dong, Jongno-gu, Seoul 110-718, South Korea; formerly, Research Scientist, Wood Products Division, FPInnovations, 2665 East Mall, Vancouver, BC V6T 1W5, Canada (corresponding author).

2. Principal Scientist, Wood Products Division, FPInnovations, 2665 East Mall, Vancouver, BC V6T 1W5, Canada.

3. Director of Engineering, Eagle Metal Products, 12300 Ford Rd., Ste. 110, Dallas, TX 75234.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000536

Reference12 articles.

1. Clarke C. N. (2009). “Midply shear walls use in non-residential buildings.” M.S. thesis Dept. of Civil Engineering Univ. of British Columbia Vancouver BC Canada.

2. Emerson R. N. and Collins T. A. (2004). “Effect of toothed metal plate connector size on wood frame behavior.” Proc. 2004 Structures Congress ASCE Reston VA.

3. Krawinkler H. (2009). “Loading histories for cyclic tests in support of performance assessment of structural components.” 3rd Int. Conf. Adv. Exp. Struct. Eng. Pacific Earthquake Engineering Research Center San Francisco.

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Reversed cyclic testing of high-capacity light wood frame shear walls with two and three rows of nails;Engineering Structures;2024-04

2. Lateral Performance for Wood-Frame Shear Walls–A Critical Review;Journal of Renewable Materials;2023

3. Seismic performance of high-capacity light wood frame shear walls with three rows of nails;Engineering Structures;2022-10

4. Cyclic Test and Seismic Equivalency Evaluation of High-Capacity Light Wood-Frame Shear Walls for Midrise Buildings;Journal of Structural Engineering;2022-10

5. Residential Floor Failures from Dynamic Occupant Loading;Journal of Performance of Constructed Facilities;2021-08