Next generation numerical model for non-linear in-plane analysis of wood-frame shear walls

11th World Conference on Timber Engineering 2010, WCTE 2010

Volumn 3, Issue , 2010, Pages 2255-2260

  Pang, Wei Chiang ^a   Shirazi, Masood H ^a  

^a AMRL   (United States)

Author keywords

Co rotational formulation; Contact element; Large deformation; Nodal condensation; Non linear model; Wood shear wall

Indexed keywords

CO-ROTATIONAL FORMULATION; CONTACT ELEMENTS; LARGE DEFORMATIONS; NON-LINEAR MODEL; WOOD SHEAR WALLS;

DEFORMATION; STRUCTURAL FRAMES; TIMBER;

SHEAR WALLS;

EID: 84870461297     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. Fischer, D., Filiatrault, A., Folz, B., Uang, C.-M., and Seible, F.: Shake table tests of a two-story woodframe house. CUREE Rep. No. W-06, Task 1.1.1, Consortium of Univ. for Research in Earthquake Engineering, Richmond, Calif, 2001.
2. White K. B. D., Miller T. H., Gupta R.: Seismic Performance Testing of Partially and Fully Anchored Wood-Frame Shear Walls. Society of Wood Science & Technology, 41(4):396-413, 2009.
3. Johnston A.R., Dean P.K., Shenton H.W.: Effects of Vertical Load and Hold-Down Anchors on the Cyclic Response of Wood Framed Shear Walls. ASCE J. Struct. Engrg. 132(9): 1426-1434,2006.
4. Dolan, J. D., and Foschi, R. O.: Structural analysis model for static loads on timber shear walls. J. Struct. Engrg., ASCE, 117(3):851-861, 1991.
5. White, M. W., and Dolan, J. D.: Nonlinear shear-wall analysis. J. Struct. Engrg., ASCE, 121(11): 1629-1635,1995.
6. Folz, B., and Filiatrault, A.: Cyclic analysis of wood shear walls., J. Struct. Eng., 127(4):433-141, 2001.
7. Pei S. and van de Lindt J. W.: Development of seismic analysis package for woodframe structures (SAPWood). NEESWood Report NW-04, Colorado State University.
8. Zhang, N. and Tong,. G,: A co-rotational updated Lagrangian formulation for a 2D beam element with consideration of the deformed curvature., Journal of Zhejiang University SCIENCE A, 9(11): 1480-1489, 2008.
9. Christovasilis, I.P. and Filiatrault, A.: two dimensional numerical modeling of light-frame wood structures for seismic collapse assessment, ECCOMAS Thematic Conference on Computational Methods in Struct. Dynamics and Earthquake Engrg., Rhodes, Greece, 2009.
10. Pang, W.C., Rosowsky, D.V., Pei, S. and van de Lindt, J.W.: Evolutionary Parameter Hysteretic Model for Wood Shear Walls, ASCE J. of Struct. Engrg., 133(8): 1118-1129, 2007.
11. Judd, J.P. and Fonseca, F.S.: Analytical Model for Sheathing-to-Framing Connections in Wood Shear Walls and Diaphragms. ASCE J. of Struct. Engrg., 131(2):345-352,2005.