Coupled and uncoupled nonlinear elastic finite element models for monotonically loaded sheathing-to-framing joints in timber based shear walls-Reference-Cited by-同舟云学术

Coupled and uncoupled nonlinear elastic finite element models for monotonically loaded sheathing-to-framing joints in timber based shear walls

Published:2010-11 Issue:11 Volume:32 Page:3433-3442
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Vessby Johan,Serrano Erik,Olsson Anders

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference17 articles.

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2. Monotonic and cyclic nail connection tests;Dolan;Can J Civ Eng,1992

3. Load-slip characteristic of nails;Foschi;Wood Science,1974

4. Foschi RO. Modeling the hysteretic response of mechanical connections for wood structures. In: World conference on timber engineering. Vancouver: University of British Columbia; 2000.

5. Development of nailed wood joint element in ABAQUS;Xu;J Struct Eng, ASCE,2009

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