A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Horizontal Joint Reinforcement Requirements for Brick Veneer in Seismic Design Categories E and F
The Masonry Standards Joint Committee (MSJC) Building Code Requirements for Masonry Structures currently requires a W1.7 gauge continuous, single-wire joint reinforcement at a maximum spacing of 18 in. (450 mm) O.C. vertically be provided in Seismic Design Categories (SDC) E and F. The purpose of this paper is to investigate the justification for this requirement and to determine its necessity. Previous research and testing have been studied, and in-plane and out-of-plane analyses have been completed. Finally an experimental program was designed to determine the effects of joint reinforcement on the brick veneer wall system.
Horizontal Joint Reinforcement Requirements for Brick Veneer in Seismic Design Categories E and F
The Masonry Standards Joint Committee (MSJC) Building Code Requirements for Masonry Structures currently requires a W1.7 gauge continuous, single-wire joint reinforcement at a maximum spacing of 18 in. (450 mm) O.C. vertically be provided in Seismic Design Categories (SDC) E and F. The purpose of this paper is to investigate the justification for this requirement and to determine its necessity. Previous research and testing have been studied, and in-plane and out-of-plane analyses have been completed. Finally an experimental program was designed to determine the effects of joint reinforcement on the brick veneer wall system.
Horizontal Joint Reinforcement Requirements for Brick Veneer in Seismic Design Categories E and F
Dickie, Jocelyn (author) / Schiff, Scott (author)
Structures Congress 2008 ; 2008 ; Vancouver, British Columbia, Canada
Structures Congress 2008 ; 1-10
2008-10-14
Conference paper
Electronic Resource
English
Horizontal Joint Reinforcement Requirements for Brick Veneer in Seismic Design Categories E and F
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