References
- Park. M. J. et al. 2010. Shear performance of hybrid post and beam wall system with structural insulation panel infill, in Proceedings of the 11th World Conference on Timber Engineering, paper 456.
- Komatsu. K. et al. 1998. Glulam Semi-Rigid Portal Frames Composed of Hardwood Wedges and Metal Wares, in Proceedings of the 5th World Conference on Timber Engineering.
- Nakatani. M. et al. 2006. Development of momentesisting joint systems using lagscrewbolts, in Proceedings of the 9th World Conference on Timber Engineering.
- Buchanan. A. et al. 2001. Ductile moment-resisting connections in glulam beams, in Proceedings of the NZSEE conference.
- A. Iqbal et al. 2005. Seismic Performance of Prestressed Timber Beam-Column Sub-Assemblies, in Proceedings of the NZSEE conference.
- M. Noguchi et al. 2006. Development of wooden portal frame structures with improved columns, J. Wood Sci. 52: 51-57. https://doi.org/10.1007/s10086-005-0714-y
- M. Newcombe, 2008. Seismic Design of Multistorey Post-Tensioned Timber Buildings, Master Thesis, University of Pavia, Italy.
- T. Smith, 2008. Feasibility of Multi Storey Post-Tensioned Timber Buildings: Detailing, Cost and Construction, Master Thesis, University of Canterbury.
- N. Richard et al. 2003. Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model, J. Wood Sci. 49: 145-151. https://doi.org/10.1007/s100860300023
- M. Yasumura et al. 2006. Pseudodynamic tests and earthquake response analysis of timber structures II: two-level conventional wooden structures with plywood sheathed shear walls, J. Wood. Sci. 52(1): 69-74. https://doi.org/10.1007/s10086-005-0729-4
- J. van de Lindt et al. 2011) Shake table testing of a full-scale seven-story steel-wood apartment building, Engineering Structures 33: 757-766. https://doi.org/10.1016/j.engstruct.2010.11.031
- K. Hwang et al. 2007. Shear performance of post and beam construction by pre-cut process, Mokchae Konghak 35(6): 1-12.
- J. Humbert, 2010. Characterization of the Behavior of Timber Structures with Metal Fasteners Undergoing Seismic Loadings, Ph.D. Thesis, University of Grenoble, France.
- International Organization for Standardization, 2003. ISO 16670: Timber Structures-Joints made with mechanical fasteners-Quasi-static reversedcyclic test method, Geneva, Switzerland.
- Architectural Institute of Japan, 2002. New estimation method for shear wall performance. Standard for Structural Design of Timber Structure (in Japanese), 104pp.
- CEN, 2004. Eurocode 5-Design of Timber Structures, EN 1995.
- CEN, 2004. Eurocode 8-Design of Structures for Earthquake Resistance, EN 1998.
- E. M. Marino, M. Nakashima, and K. M. Mosalam, 2005. Comparison of European and Japanese seismic design of steel building structures, Engineering Structures 27: 827-840. https://doi.org/10.1016/j.engstruct.2005.01.004
- D. Kretschmann, 2010. Wood Handbook. Chapter 05: Mechanical Properties of Wood, Technical Report FPL-GTR-190.
- K. Sawata and M. Yasumura. 2002. Determination of embedding strength of wood for doweltype fasteners, J. Wood Sci. 48: 138-146. https://doi.org/10.1007/BF00767291