Performance of Log Shear Walls and Lag Screw Connections Subjected to Monotonic and Reverse-Cyclic Loading: Fid-Bau Portal

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Performance of Log Shear Walls and Lag Screw Connections Subjected to Monotonic and Reverse-Cyclic Loading

D. A. Graham

Lateral loads in low-rise buildings due to wind and earthquakes are primarily resisted by shear walls and horizontal diaphragms. Shear walls in woodframe construction consist primarily of framing members, sheathing, and sheathing-to-framing connectors, and are designed to resist shear force per unit length of the wall as required by calculated loads. Log home construction techniques differ from traditional woodframe construction in that walls are formed by stacking horizontal layers of logs, known as courses, where log cross-section, grade, and construction details vary among manufacturers.

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Performance of Log Shear Walls and Lag Screw Connections Subjected to Monotonic and Reverse-Cyclic Loading

D. A. Graham

Lateral loads in low-rise buildings due to wind and earthquakes are primarily resisted by shear walls and horizontal diaphragms. Shear walls in woodframe construction consist primarily of framing members, sheathing, and sheathing-to-framing connectors, and are designed to resist shear force per unit length of the wall as required by calculated loads. Log home construction techniques differ from traditional woodframe construction in that walls are formed by stacking horizontal layers of logs, known as courses, where log cross-section, grade, and construction details vary among manufacturers.

Performance of Log Shear Walls and Lag Screw Connections Subjected to Monotonic and Reverse-Cyclic Loading

D. A. Graham

Lateral loads in low-rise buildings due to wind and earthquakes are primarily resisted by shear walls and horizontal diaphragms. Shear walls in woodframe construction consist primarily of framing members, sheathing, and sheathing-to-framing connectors, and are designed to resist shear force per unit length of the wall as required by calculated loads. Log home construction techniques differ from traditional woodframe construction in that walls are formed by stacking horizontal layers of logs, known as courses, where log cross-section, grade, and construction details vary among manufacturers.

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Title:

Performance of Log Shear Walls and Lag Screw Connections Subjected to Monotonic and Reverse-Cyclic Loading

Contributors:

D. A. Graham (author)

Publication date:

2007

Size:

141 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Structural Analyses , Construction Materials, Components, & Equipment , Wooden logs , Walls , Fasteners , Cyclic loads , Buildings , Construction , Cross sections , Design , Earthquakes , Frames , Dynamic loads , Manufacturers , Monitoring , Wind

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