Experimental investigation on the lateral structural performance of a traditional Chinese pre-Ming dynasty timber structure based on half-scale pseudo-static tests

Engineering Structures - Tập 167 - Trang 582-591 - 2018
Xianjie Meng1, Qingshan Yang2,3, Jianwei Wei1, Tieying Li1
1School of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China
2School of Civil Engineering, Chongqing University, Chongqing, China
3Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing, China

Tài liệu tham khảo

Fujita, 2000, Static and dynamic loading tests of bracket complexes used in traditional timber structures in Japan Yuan JL, Shi Y. Simulation and experimental research on energy dissipation behavior of Dou-Gong. In: 8th International conference on structural analysis of historical constructions, Centennial Hall, Wroclaw, Poland; 2012. Ayala, 2008, Seismic vulnerability of historic Dieh - Dou timber structures in Taiwan, Eng Struct, 30, 2101, 10.1016/j.engstruct.2007.11.007 Yeo, 2014, Damage behaviour of Taiwanese traditional Dieh-Dou timber frame Yeo, 2016, Shaking table test of the Taiwanese traditional Dieh-Dou timber frame, Int J Archit Herit, 10, 539, 10.1080/15583058.2015.1009574 Tsuwa, 2008, A study on the size effect of bracket complexes used in traditional timber structures on the vibration characteristics Lyu, 2017, Connection stiffness identification of historic timber buildings using temperature-based sensitivity analysis, Eng Struct, 131, 180, 10.1016/j.engstruct.2016.11.012 Fang, 2001, Ancient Chinese timber architecture. I: experimental study, J Struct Eng, 127, 1348, 10.1061/(ASCE)0733-9445(2001)127:11(1348) Fang, 2001, Ancient Chinese timber architecture. II: dynamic characteristics, J Struct Eng, 127, 1358, 10.1061/(ASCE)0733-9445(2001)127:11(1358) Chen, 2016, Flexural behaviour of timber dovetail mortise-tenon joints, Constr Build Mater, 112, 366, 10.1016/j.conbuildmat.2016.02.074 Xue, 2015, Seismic damage evaluation model of Chinese ancient timber Buildings, Adv Struct Eng, 18, 1671, 10.1260/1369-4332.18.10.1671 Huang, 2017, Experimental study on the seismic performance of traditional Chuan-Dou style wood frames in southern China, Struct Eng Int, 27, 246, 10.2749/101686617X14881932435817 Yue, 2014, Traditional Chinese wood structure joints with an experiment considering regional differences, Int J Archit Herit, 8, 224, 10.1080/15583058.2012.688179 Chun, 2011, Experimental study on seismic characteristics of typical mortise-tenon joints of Chinese southern traditional timber frame buildings, Sci China Technol Sc, 54, 2404, 10.1007/s11431-011-4448-3 Li, 2015, Experimental study on the traditional timber mortise-tenon joints, Adv Struct Eng, 18, 2089, 10.1260/1369-4332.18.12.2089 Li, 2015, Experimental study on the seismic performance of a double-span traditional timber frame, Eng Struct, 98, 141, 10.1016/j.engstruct.2015.04.031 Suzuki, 2006, Structural mechanism of traditional wooden frames by dynamic and static tests, Struct Control Health Monit, 13, 508, 10.1002/stc.153 Masaki, 2004, Seismic response characteristics of traditional wooden frame by full-Scale dynamic and static tests Hong, 2010, Hysteretic behavior of Korean traditional wooden frames, Adv Mater Res, 133–134, 703, 10.4028/www.scientific.net/AMR.133-134.703 Yeo, 2011, The structural behaviour of timber frame under various roof weights - using Taiwanese traditional Die-dou timber frame as case study Li, 2011 Harrer, 2010 GB/T 1928-2009. General requirements for physical and mechanical tests of wood. Beijing: Chinese academy of forestry sciences; 2009 [in Chinese]. Chen, 2016, Analysis of similar CaiFen modular system based on the weight of the roof of Song dynasty, J Civ Architect Environ Eng, 5, 27 EN 12512:2006 Timber structures - test methods - cyclic testing of joints made with mechanical fasteners. European norm. Shenton, 1998, Stiffness and energy degradation of wood frame shear walls, Can J Civil Eng, 25, 412, 10.1139/l97-108 Moroder, 2013, Preventing seismic damage to floors in post-tensioned timber frame buildings, N Z Timber Des J, 21, 9 Martinelli, 2017, Inelastic design spectra based on the actual dissipative capacity of the hysteretic response, Soil Dyn Earthq Eng, 97, 101, 10.1016/j.soildyn.2017.03.006 Rinaldin, 2016, A macro-model with nonlinear springs for seismic analysis of URM buildings, Earthq Eng Struct Dyn, 45, 2261, 10.1002/eqe.2759 Rinaldin, 2016, Non-linear simulation of shaking-table tests on 3- and 7- storey X-Lam timber buildings, Eng Struct, 113, 133, 10.1016/j.engstruct.2016.01.055 Rinaldin, 2013, A component approach for the hysteretic behaviour of connections in cross - laminated wooden structures, Earthq Eng Struct Dyn, 42, 2023, 10.1002/eqe.2310 Rinaldin G. So.ph.i. - software for phenomenological implementations, free software, Internet site: <http://giovanni.rinaldin.org>.