Cyclic response of woodframe shearwalls
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Cyclic response of woodframe shearwalls Loading protocol and rate of loading effects (CUREE publication) by Kip Gatto

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Published by Consortium of Universities for Research in Earthquake Engineering .
Written in English


  • Building, Wooden,
  • California,
  • Earthquake resistant design,
  • Shear walls,
  • Testing,
  • Wooden-frame buildings

Book details:

The Physical Object
FormatUnknown Binding
Number of Pages219
ID Numbers
Open LibraryOL12330110M
ISBN 101931995028
ISBN 109781931995023

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Cyclic Response of Shear Transfer Connections Between Shearwalls and Diaphragms in Woodframe Construction Seb. J. Ficcadenti Principal, Ficcadenti & Waggoner Consulting Structural Engineers, Inc. Irvine, CA CUREE Consortium of Universities for Research in Earthquake Engineering S. 46th Street Richmond, CA tel.: fax: W Cyclic Response of Woodframe Shearwalls: Loading Protocol and Rate of Loading Effects by K. Gatto, C.-M. Uang, , pages. Abstract: Static and dynamic tests on woodframe shearwalls performed with the objective of a comparison of results given by . Request PDF | Effects of Loading Protocol on the Cyclic Response of Woodframe Shearwalls | Standard construction mx m woodframe shearwalls were . This paper presents the results of seventeen in-plane monotonic and cyclic shear tests in wood frame shear walls of different lengths (, and mm) and mm height. The walls have five 2 × 6″ end studs, strong hold-down anchorages and standard mm structural OSB panels ( × mm) on both faces of the wall and with Cited by: 3.

  They proposed methods for a more accurate prediction of cyclic response of the shear walls in order to develop a solution to properly design wood frame shear walls, providing the walls with adequate strength and stiffness. Download: Download high-res image (KB) Download: Download full-size image; Fig. 1. The objectives of this study were to evaluate the performance of wood-frame shear walls under monotonic and cyclic loads by: 1) determining variability of shear wall performance; 2) comparing performance of walls under each loading protocol; 3) evaluating effects of anchorage on wall performance; and 4) evaluating performance of walls qualitatively and quantitatively with respect to. ANALYTICAL MODELING OF WOOD-FRAME SHEAR WALLS AND DIAPHRAGMS Johnn P. Judd Department of Civil and Environmental Engineering Master of Science Analytical models of wood-frame shear walls and diaphragms for use in monotonic, quasi-static (cyclic), and dynamic analyses are developed in this thesis. A new analytical.   Effects of Finish Materials and Dynamic Loading on the Cyclic Response of Woodframe Shearwalls Journal of Structural Engineering Vol. , Issue 10 (October ).

wood shear walls. A summary of the relevant research conducted in the field of light-frame wood shear walls follows. Sugiyama and Yasumura 10] conducted tests studying one[ -third scale monotonic racking tests of wood stud, plywood sheathed shear walls with openings. The loads required to displace the. Timber shear walls with large openings: experimental and numerical prediction of the structural behaviour Nicolas Richard, Laurent Daudeville, Helmut Prion, and Frank Lam Abstract: A numerical model based on the finite element method is presented for prediction of the cyclic response of wood frame structures. This paper presents a study aimed to determine the cyclic performance of wood-frame shear walls sheathed with glued laminated Guadua bamboo (GLG) panels as a first step to evaluate their potential. Gatto, K. and Uang, C. () Effects of Loading Protocol on the Cyclic Response of Woodframe Shearwalls. Journal of Structural Engineering, ,