Andrew C. Johnson
Master's Thesis submitted to the Faculty of the Virginia Tech in partial fulfillment of the requirements for the degree of
MASTER OF SCIENCE
J.Daniel Dolan, Chair
January 21, 1997
The effect of door and window openings on long timber framed shear walls was the subject of this thesis. Four different wall configurations containing various openings and one control wall with no openings were tested to examine ultimate load capacity and stiffness. All walls were forty feet in length and contained tie-down anchorage at the extreme ends of the wall only. Two replications of the five wall configurations were built. Each of the five wall configurations was tested using a: 1) monotonic displacement pattern and 2) sequential phased displacement pattern. A better understanding of the effect of monotonic and cyclic loading (and the relationship between the two loading types) on ultimate load capacity and stiffness for a given wall configuration were examined. To efficiently design shear walls, the effect of openings on shear wall performance must be known. This thesis adds to previous work on shear walls with openings to provide valuable information for future use. Results from this investigation are intended to provide useful information regarding performance of long shear walls with openings. Data concerning capacity, drift, elastic stiffness, and ductility are presented. Two methods of capacity prediction of shear walls with openings are examined. Sugiyama (1994) provided an empirical equation for prediction of load resistance that has been applied to capacity and is the basis for the perforated shear wall method. This thesis further validates his work to full scale long shear walls. A new method for capacity prediction was developed by the author and is also presented.
List of attached files
File Name Size (Bytes) appab.pdf 118,179 Bytes appcg.pdf 1,235,135 Bytes ch1_3.pdf 155,937 Bytes ch4.pdf 581,313 Bytes ch5.pdf 870,118 Bytes ch6.pdf 271,642 Bytes ch7.pdf 10,614 Bytes refernc.pdf 28,113 Bytes title1.pdf 4,525 Bytes title2.pdf 35,112 Bytes vita.pdf 4,925 Bytes
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