참고문헌 (27)

1. Pardoen 2003 Testing and Analysis of One-story and Two-story Shear Walls Under Cyclic Loading 

2. J Struct Eng Van de Lindt 136 10 1262 2010 10.1061/(ASCE)ST.1943-541X.0000222 Experimental seismic response of a full-scale six-story light-frame wood building 

   상세보기

3. Constr Build Mater Manalo 41 642 2013 10.1016/j.conbuildmat.2012.12.058 Structural behaviour of a prefabricated composite wall system made from rigid polyurethane foam and Magnesium Oxide board 

   상세보기

4. J Struct Eng Xiao 127 4 433 2010 Lateral loading behavior of lightweight wood frame shear walls with ply-bamboo sheathing panels 

5. Correal J, Varela S. Shear walls sheathed with glued laminated Guadua bamboo panels subjected to lateral loads. In: World Conference on Timber Engineering, Auckland, New Zealand. 2012;425-432. 

6. Sulistyono, Nugroho N, Surjokusumo S, Rahman O. Monotonic test of shear wall panel made from mangium wood. In: World Conference on Timber Engineering. Auckland, New Zealand. 2012;150-151. 

7. Du M. Research on shear performance of new type wood frame shear walls [MSc thesis]. Beijing, China: Beijing Forestry University; 2012. 

8. General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China(AQSIQ). GB/T 11716-2009 Logs of small diameter. Standards Press of China, Beijing, China, 2009. 

9. Pang F. Study about glued laminated techniques and processes of small-diameter Larix gmelinii RuPr plantation in polygonal cutting [Ph.D. thesis]. Harbin, China: Northeast Forestry University; 2010. 

10. Forestry Machinery Woodworking Equipment Wang 36 1 17 2008 Trial research on plantation small diameter larch composite beam 

11. J Harbin Inst Techonol He 45 8 8 2013 Compressive failure test of the full steel undersize-log formwork with early-removal substructure 

12. Constr Build Mater Chrisp 17 4 269 2003 10.1016/S0950-0618(02)00114-9 The development of roundwood timber pole structures for use on rural community technology projects 

    상세보기

13. Wu G, Zhu E, Zhou H, Pan J. Load-carrying capacity of a built-up studfabricated with small-diameter round timber. In: World Conference on Timber Engineering, Quebec, Canada, 2014. 

14. ISO. ISO-16670 Timber structures-joints made with mechanical fasteners-quasi-static reversed-cyclic test method. Geneva, Switzerland, 2003. 

15. ASTM. E2126-09 Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings. West Conshohocken, PA, USA, 2009. 

16. Acta Sci Nat Univ Sunyatseni Chen 50 4 42 2011 Experimental study on lateral stiffness of wood shear walls and diaphragms 

17. Zhou N. The seismic performance research of light wood-framed house in high seismic regions [Ph.D. thesis]. Shanghai, China: Tongji University; 2010. 

18. Canadian Standard Association (CSA). O86-09 Engineering Design in Wood. Mississauga, Canada, 2009. 

19. J Struct Eng He 125 1 10 1999 10.1061/(ASCE)0733-9445(1999)125:1(10) Cyclic performance of perforated wood shear walls with oversize OSB panels 

    상세보기

20. J Struct Eng Collins 131 4 676 2005 10.1061/(ASCE)0733-9445(2005)131:4(676) Three-dimensional model of light frame wood buildings. I: model description 

    상세보기

21. J Struct Eng Judd 131 2 345 2005 10.1061/(ASCE)0733-9445(2005)131:2(345) Analytical model for sheathing-to-framing connections in wood shear walls and diaphragms 

    상세보기

22. J Struct Eng Folz 127 4 433 2001 10.1061/(ASCE)0733-9445(2001)127:4(433) Cyclic analysis of wood shear walls 

    상세보기

23. Dolan 2003 CUREE nail fastener connections. Report 

24. Charbonneau P. “Subroutine PIKAIA”. <http://www.hao.ucar.edu/modeling/pikaia/pikaia.php>; 2014 [accessed 17.04.14]. 

25. Hibbitt, Karlsson, Sorensen. ABAQUS/Standard user’s manual. Hibbitt, Karlsson & Sorensen, 2001. 

26. Dolan JD. The dynamic response of timber shear walls [Ph.D. thesis]. Vancouver Canada, Canada: University of British Columbia; 1989. 

27. J Struct Eng Xu 135 8 968 2009 10.1061/(ASCE)ST.1943-541X.0000030 Development of nailed wood joint element in ABAQUS 

    상세보기