scholarly journals SIMPLIFIED DESIGN METHOD OF PASSIVELY CONTROLLED TIMBER HOUSES USING ALLOWABLE STRENGTH OF SHEAR WALLS

2014 ◽  
Vol 79 (695) ◽  
pp. 103-112
Author(s):  
Hiroyasu SAKATA ◽  
Yoshihiro YAMAZAKI ◽  
Kazuhiko KASAI
Keyword(s):  
Design Method ◽  
Shear Walls ◽  
Simplified Design Method

Simplified design method for stiffened cellular beams against web‐post buckling

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 2207-2214
Author(s):  
Antoine Glorieux ◽  
Louis‐Guy Cajot ◽  
François Hanus
Keyword(s):  
Design Method ◽  
Post Buckling ◽  
Simplified Design Method

scholarly journals Tests and Analyses of Slotted-In Steel-Plate Connections in Composite Timber Shear Wall Panels

2017 ◽  
Vol 2017 ◽  
pp. 1-20
Author(s):  
Ulf Arne Girhammar ◽  
Bo Källsner
Keyword(s):  
Bearing Capacity ◽  
Failure Modes ◽  
Design Method ◽  
Shear Walls ◽  
Test Results ◽  
Horizontal Shear ◽  
Load Bearing Capacity ◽  
Wood Panel ◽  
Load Bearing ◽  
Plate Connections

The authors present an experimental and analytical study of slotted-in connections for joining walls in the Masonite flexible building (MFB) system. These connections are used for splicing wall elements and for tying down uplifting forces and resisting horizontal shear forces in stabilizing walls. The connection plates are inserted in a perimeter slot in the PlyBoard™ panel (a composite laminated wood panel) and fixed mechanically with screw fasteners. The load-bearing capacity of the slotted-in connection is determined experimentally and derived analytically for different failure modes. The test results show ductile postpeak load-slip characteristics, indicating that a plastic design method can be applied to calculate the horizontal load-bearing capacity of this type of shear walls.

A Simplified Design Method for Semi-Continuous Composite Beams

2008 ◽  
Vol 8 (24) ◽  
pp. 4533-4542
Author(s):  
M. Titoum ◽  
B. Achour ◽  
M. Tehami ◽  
A. Benanane
Keyword(s):  
Design Method ◽  
Composite Beams ◽  
Simplified Design Method
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