SHEAR WALLS FOR MULTI-STOREY TIMBER BUILDINGS

Wind loads acting on wooden building structures need to be dealt with adequately in order to ensure that neither the serviceability limit state nor the ultimate limit state is exceeded. For the str ...

[1]  H. Blass,et al.  Design of solid wood panels with cross layers , 2004 .

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

[3]  Sigurdur Ormarsson,et al.  Numerical Analysis of Moisture-Related Distortion in Sawn Timber , 1999 .

[4]  R. O. Foschi,et al.  Structural Analysis Model for Static Loads on Timber Shear Walls , 1991 .

[5]  Ahmed M. Tarabia,et al.  Analytical seismic response of wood shear walls using hysteresis models of nailed joints , 1996 .

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

[7]  C. Arya Eurocode 5: Design of timber structures , 2009 .

[8]  Harry W. Shenton,et al.  COMPARISON OF STATIC AND DYNAMIC RESPONSE OF TIMBER SHEAR WALLS , 1998 .

[9]  Erik Serrano,et al.  Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints , 2006, Holz als Roh- und Werkstoff.

[10]  B. R Ellis,et al.  Dynamic testing and stiffness evaluation of a six-storey timber framed building during construction , 2001 .

[11]  Andre Filiatrault,et al.  Seismic Testing of Two-Story Woodframe House: Influence of Wall Finish Materials , 2002 .

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

[13]  A. P. Jeary,et al.  On predicting the response of tall buildings to wind excitation , 1983 .

[14]  Andre Filiatrault,et al.  Static and dynamic tests of timber shear walls fastened with nails and wood adhesive , 1991 .

[15]  M. Ristinmaa,et al.  The Mechanics of Constitutive Modeling , 2005 .

[16]  Chia-Ming Uang,et al.  Effects of Finish Materials and Dynamic Loading on the Cyclic Response of Woodframe Shearwalls , 2003 .

[17]  R. O. Foschi,et al.  Analysis of wood diaphragms and trusses. Part I: Diaphragms , 1977 .

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

[19]  William H. Melbourne,et al.  Wind loading of structures , 1998 .

[20]  J.-A. Hertig Some indirect scientific paternity of Alan G. Davenport , 2003 .

[21]  J. Daniel Dolan,et al.  The racking performance of shear walls with various aspect ratios. Part I. Monotonic tests of fully anchored walls , 2003 .

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

[23]  Alan G. Davenport,et al.  Past, present and future of wind engineering , 2001 .

[24]  Bo Källsner,et al.  A plastic design method for incompletely anchored wood-framed wall diaphragms , 2006 .

[25]  W. H. Melbourne,et al.  Accelerations and comfort criteria for buildings undergoing complex motions , 1992 .

[26]  James O. Jirsa,et al.  PLANNING AND DESIGN OF TALL BUILDINGS. , 1972 .

[27]  B. Kasal,et al.  NONLINEAR FINITE-ELEMENT MODEL FOR LIGHT-FRAME STUD WALLS , 1992 .

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

[29]  G. N. Boughton Testing of a full scale house with simulated wind loads , 1983 .

[30]  Frank Lam,et al.  Lateral Resistance of Wood Shear Walls with Large Sheathing Panels , 1997 .

[31]  Rafik Y. Itani,et al.  Nonlinear Analysis of Sheathed Wood Diaphragms , 1984 .

[32]  Anders Olsson,et al.  Contact-free strain measurement of bi-axially loaded sheathing-to-framing connection , 2008 .

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

[34]  Andre Filiatrault,et al.  Static and dynamic analysis of timber shear walls , 1990 .

[35]  Ulf Arne Tests on Partially Anchored Wood-Framed Shear Walls , 2006 .

[36]  Rafik Y. Itani,et al.  Static and dynamic modeling of light-frame wood buildings , 1997 .

[37]  William J. McCutcheon Racking Deformations in Wood Shear Walls , 1985 .

[38]  M. Géradin,et al.  Mechanical Vibrations: Theory and Application to Structural Dynamics , 1994 .

[39]  Monotonic Tests of Long Shear Walls with Openings , 1997 .

[40]  Anders Olsson,et al.  Stabilizing strategies for multi-story timber frame structures , 2006 .