论文信息 - Coupled and uncoupled nonlinear elastic finite element models formonotonically loaded sheathing-to-framing joints in timber based shear walls - 字舞流文

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

Four different elastic models for sheathing-to-framing connections are presented and evaluated on asingle connection level and on a shear wall level. Since the models are elastic in their nature th ...

Anders Olsson | Johan Vessby | Erik Serrano

[1] Johan Vessby. SHEAR WALLS FOR MULTI-STOREY TIMBER BUILDINGS , 2008 .

[2] Ajaya K. Gupta,et al. Modeling of a Wood‐framed House , 1987 .

[3] Ricardo O. Foschi,et al. Load-slip characteristics of nails , 1974 .

[4] Greg Foliente,et al. Three-Dimensional Model of Light Frame Wood Buildings. I: Model Description , 2005 .

[5] Fernando Fonseca,et al. Analytical Model for Sheathing-to-Framing Connections in Wood Shear Walls and Diaphragms , 2005 .

[6] B. Folz,et al. Cyclic Analysis of Wood Shear Walls , 2001 .

[7] Frank Lam,et al. MODELING THREE-DIMENSIONAL TIMBER LIGHT-FRAME BUILDINGS , 2001 .

[8] J. Daniel Dolan,et al. Development of Nailed Wood Joint Element in ABAQUS , 2009 .

[9] Bo Källsner,et al. Plastic models for analysis of fully anchored light-frame timber shear walls , 2009 .

[10] J. Daniel Dolan,et al. Nonlinear Shear-Wall Analysis , 1995 .

[11] J. D. Dolan,et al. Monotonic and cyclic nail connection tests , 1992 .