NDLI: Sensitivity study of the finite element model for wood-framed shear walls

Content Provider	Springer Nature Link
Author	Andreasson, Sverker Yasumura, Motoi Daudeville, Laurent
Copyright Year	2002
Abstract	A sensitivity study was performed with a nonlinear elastic finite element model for monotonie analyses of wood-framed shear walls. The objective was to provide information about simplifying a model of wood-framed shear walls with no significant loss in accuracy. The simplifications concern features such as slips in joints between frame members, slips in hold-down connections, and bearing between adjacent sheathing panels. The results from analyses of a shear wall with an opening of window shape show that the effect of constraint by the bearing between sheathing panels and slips in frame joints on the overall stiffness of the wall is limited. Thus, there are great possibilities for reducing the calculation time by not taking these phenomena into account, avoiding an excessive number of degrees of freedom and iterations. The influence of the simplifications on the distribution of vertical reaction forces along the wall is more significant. Furthermore, if each simplification is introduced separately, the effect on the overall stiffness is greater. The difference, however, is less than 10%. The failing pattern of the nail connections is also clearly influenced by the simplifications when they are introduced separately. The results from the analyses show that slips in frame joints can be sufficiently represented by those in connection with the opening.
Starting Page	171
Ending Page	178
Page Count	8
File Format	PDF
ISSN	14350211
Journal	Journal of Wood Science
Volume Number	48
Issue Number	3
e-ISSN	16114663
Language	English
Publisher	Springer-Verlag
Publisher Date	2002-01-01
Publisher Place	Tokyo
Access Restriction	Subscribed
Subject Keyword	Wood-framed shear walls Finite element model Sensitivity study Opening Wood Science & Technology Materials Science Characterization and Evaluation of Materials
Content Type	Text
Resource Type	Article
Subject	Biomaterials Forestry

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model

Torque loading tests on the rolling shear strength of cross-laminated timber

A new proposal to reinforce planked timber shear walls

Three-dimensional finite element analysis of the Japanese traditional post-and-beam connection

Pseudodynamic tests and earthquake response analysis of timber structures I: plywood-sheathed conventional wooden walls with opening

Finite element modeling (FEM) simulation of interactions between wood and microwaves

Evaluation of analytical and finite element models for design of partially anchored wood-framed shear walls.

Accuracy of shear properties of wood obtained by simplified Iosipescu shear test

Study on half-scale model test for light-frame shear wall

Sensitivity study of the finite element model for wood-framed shear walls

Similar Documents

Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model

Torque loading tests on the rolling shear strength of cross-laminated timber

A new proposal to reinforce planked timber shear walls

Three-dimensional finite element analysis of the Japanese traditional post-and-beam connection

Pseudodynamic tests and earthquake response analysis of timber structures I: plywood-sheathed conventional wooden walls with opening

Finite element modeling (FEM) simulation of interactions between wood and microwaves

Evaluation of analytical and finite element models for design of partially anchored wood-framed shear walls.

Accuracy of shear properties of wood obtained by simplified Iosipescu shear test

Study on half-scale model test for light-frame shear wall

Sensitivity study of the finite element model for wood-framed shear walls