Seismic performance of high-capacity light wood frame shear walls with three rows of nails: Fid-Bau Portal

Seismic performance of high-capacity light wood frame shear walls with three rows of nails

Qiang, Ruite / Zhou, Lina / Ni, Chun / Huang, Dongsheng

Highlights • Shear walls with three rows of nails were tested under reversed cyclic load. • Different nail spacings and sheathing panel thicknesses were investigated. • Three times lateral load resistance compared to standard shear wall was obtained. • Separation of end studs from bottom plates was observed in high-capacity walls. • Seismic equivalency of high-capacity walls was evaluated according to ASTM D7989.

Abstract With the increase of building height for light wood-frame construction and seismic loads in National Building Code of Canada 2015, stronger shear wall systems have been facing higher demands, especially for mid-rise wood-frame buildings located in high seismic zones. In collaboration with FPInnovations, a new high-capacity shear wall system with two or three rows of nails was developed. This paper presents the test results of shear walls with three rows of nails. A total of 12 specimens (with two standard shear wall specimens as a reference) were tested under reversed cyclic loading. Test results show that shear walls with three rows of nails have approximately-three times the lateral load resistance of a standard shear wall with the same sheathing thickness, nail diameter and nail spacing. The initial stiffness and ultimate displacement of the high-capacity shear wall are also greater than the comparable standard shear wall. Seismic equivalency to standard shear walls in accordance with ASTM D7989 was also conducted. Although shear walls with three rows of nails have three times of lateral load capacities of a standard shear wall, their design values are less than twice the design values of the standard shear walls. This is mainly due to the fact that a higher over-strength factor has to be used to meet the ductility criteria in ASTM D7989.