Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of transverse walls and vertical load on the performance of shear walls without hold-downs
Effect of transverse walls and vertical load on the performance of shear walls without hold-downs
Effect of transverse walls and vertical load on the performance of shear walls without hold-downs
Cheng, H. (Autor:in) / Ni, C. (Autor:in) / Lu, X. (Autor:in) / Karacabeyli, E. (Autor:in) / Bender, D. A. / Gromala, D. S. / Rosowsky, D. V. / Oregon State University
9th, World conference on timber engineering; WCTE 2006 ; 2006 ; Portland, OR
01.01.2006
P231
HELD ON CD-ROM
Aufsatz (Konferenz)
Englisch
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
A Deflection Formula for Wood Shear Walls without Hold-downs
| British Library Conference Proceedings | 2005
Deflections Estimation of Light Wood-framed Shear Walls Without Hold-Downs
| DOAJ | 2021
Effect of Hold-Downs and Stud-Frame Systems on the Cyclic Behavior of Wood Shear Walls
| British Library Conference Proceedings | 1997
Hyperelastic hold-down solution for CLT shear walls
| Elsevier | 2021