Response of toe-nailed, roof-to-wall connections to extreme wind loads in a full-scale, timber-framed, hip roof-Reference-Cited by-同舟云学术

Response of toe-nailed, roof-to-wall connections to extreme wind loads in a full-scale, timber-framed, hip roof

Published:2013-11 Issue: Volume:56 Page:1474-1483
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Henderson David J.,Morrison Murray J.,Kopp Gregory A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. A load duration theory for glass design. Pub. No. NRC 12354;Brown,1972

2. Reliability of wood structural systems;Bulleit;J Struct Eng,1993

3. Brerwulf the big bad wolf;Cook;J Wind Eng Ind Aerodyn,1988

4. FEMA. Hurricane Charley in Florida: observations, recommendations, and technical guidance. U.S. Federal Emergency Management Agency report, FEMA 488; 2005.

5. FEMA. Spring 2011 Tornadoes: April 25–28 and May 22. U.S. Federal Emergency Management Agency report. FEMA P-908; 2012.

Cited by 27 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. Review of wind loading on roof to wall connections in low-rise light wood-frame residential buildings;Journal of Wind Engineering and Industrial Aerodynamics;2023-05

2. Finite-Element Modeling of Bunkie Structures Subjected to Boundary Layer and Thunderstorm Flows;Journal of Structural Engineering;2023-05

3. Experimental study of wind-induced dynamic response and collapse of a mechanically-attached membrane roofing system installed on metal substrate of flat-roofed low-rise steel building;Journal of Building Engineering;2023-01

4. Design of stick-framed wood roofs under tornado wind loads;Frontiers in Built Environment;2022-11-30

5. Uplift capacity evaluation of light-framed wood structure’s roof-to-wall connections;BioResources;2022-06-10