Tests on full-scale and static analysis models of the wood-framed building stucture horizontaly loaded

AbstractThis paper focuses on development of the high energy saving timber building and ecological technology protecting environment in civil engineering. Wood framed with sheathing, large panel structures became more popular building constructions in Poland last decade. Experimental tests and numerical analysis of panels and complete wood-framed building have been taken into account. Typical two-story residential building was selected for test. Test of three-dimensional (3D) whole building was conducted on the base of experimental investigations results of large panel similar to those used in building structure. Also adequate tests of materials and connections were accompanying of the whole structure investigations. Obtained results were adopted in numerical models elaborated for wall and floor panels and in 3D model of whole building. Load -displacements characteristics were acquired from tests and numerical models. The displacements computed from 3D numerical model were 10–20% higher than from experime...

[1]  John W. van de Lindt,et al.  Collapse testing and analysis of a light-frame wood garage wall , 2012 .

[2]  Jung-Pyo Hong,et al.  Midply Truss Wall System: High-Performance Shear Wall for Midrise Wood-Frame Buildings , 2012 .

[3]  Minjuan He,et al.  Evaluation of Racking Performance of Wood Portal Frames with Different Wall Configurations and Construction Details , 2012 .

[4]  John W. van de Lindt,et al.  Three-Dimensional Seismic Response of a Full-Scale Light-Frame Wood Building: Numerical Study , 2010 .

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

[6]  J. Daniel Dolan,et al.  Performance of Log Shear Walls Subjected to Monotonic and Reverse-Cyclic Loading , 2010 .

[7]  Frank Lam,et al.  Modeling Hysteretic Behavior of Wood Shear Walls with a Protocol-Independent Nail Connection Algorithm , 2012 .

[8]  Robert J. Leichti,et al.  Incorporating Load Sharing in Shear Wall Design of Light‐Frame Structures , 1992 .

[9]  Yue Wang,et al.  Performance-Based Procedure for Direct Displacement Design of Engineered Wood-Frame Structures , 2010 .

[10]  Weichiang Pang,et al.  Corotational Model for Cyclic Analysis of Light-Frame Wood Shear Walls and Diaphragms , 2013 .

[11]  Jung-Pyo Hong,et al.  Three-Dimensional Finite-Element Modeling of Nailed Connections in Wood , 2010 .

[12]  R. C. Moody,et al.  Modeling Laterally Loaded Light‐Frame Buildings , 1989 .

[13]  Rafik Y. Itani,et al.  Nonlinear Finite‐Element Model of Complete Light‐Frame Wood Structures , 1994 .

[14]  M. Holicky,et al.  Designer's guide to EN 1990 : Eurocode: Basis of Structural Design , 2002 .

[15]  John W. van de Lindt,et al.  Performance-Based Seismic Design of Midrise Woodframe Buildings , 2013 .

[16]  Ian F. C. Smith,et al.  Structural Behavior of Wood Light-Frame Wall Segments Subjected to In-Plane and Out-of-Plane Forces , 2010 .

[17]  Pan Jing-long,et al.  Experimental Study on Full-Scale Light Frame Wood House under Lateral Load , 2010 .

[18]  David I. McLean,et al.  Lateral Load Sharing by Diaphragms in Wood‐Framed Buildings , 1993 .

[19]  A. Elsheikh,et al.  Estimation of Shear Strength of Structural Shear Walls , 2010 .

[20]  Greg Foliente,et al.  Design Models of Light Frame Wood Buildings under Lateral Loads , 2004 .

[21]  Richard D. Hunt,et al.  Laterally Loaded Nail Joints in Wood , 1990 .

[22]  M. Malesza,et al.  Discrete analytical models of the wood-framed with sheathing building structures and selected experimental test results , 2003 .

[23]  Christopher D. Eamon,et al.  Load path uncertainty in a wood structure and the effect on structural reliability , 2013 .

[24]  Marie Johansson,et al.  Design of Timber Structures , 2011 .

[25]  Shiling Pei,et al.  Experimental Study of Collapse Limits for Wood Frame Shear Walls , 2013 .

[26]  John W. van de Lindt,et al.  Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building , 2010 .

[27]  Greg Foliente,et al.  Damage Modeling and Damage Limit State Criterion for Wood-Frame Buildings Subjected to Seismic Loads , 2011 .

[28]  Ghasan Doudak,et al.  Experimental Evaluation of Load Paths in Light-Frame Wood Structure , 2012 .

[29]  John W. van de Lindt,et al.  Simplified Direct Displacement Design of Six-Story Woodframe Building and Pretest Seismic Performance Assessment , 2010 .

[30]  John W. van de Lindt,et al.  Experimental Seismic Response of a Full-Scale Light-Frame Wood Building , 2010 .