Experimental study on the seismic performance of a double-span traditional timber frame

Bedon, 2014, Experimental study and numerical investigation of blockhaus shear walls subjected to in-plane seismic loads, J Struct Eng – ASCE Branco, 2012, Structural behaviour of log timber walls under lateral in-plane loads, Eng Struct, 40, 371, 10.1016/j.engstruct.2012.03.004 D’Ayala, 2008, Seismic vulnerability of historic Dieh-Dou timber structures in Taiwan, Eng Struct, 30, 2101, 10.1016/j.engstruct.2007.11.007 Leichti, 2000, The continuum of connection rigidity in timber structures, Wood Fiber Sci, 32, 11 Chui, 2005, Modeling timber moment connection under reversed cyclic loading, J Struct Eng – ASCE, 131, 1757, 10.1061/(ASCE)0733-9445(2005)131:11(1757) Santana, 2009, Wooden framed structures with semi-rigid connections: quantitative approach focused on design needs, Struct Eng Mech, 31, 315, 10.12989/sem.2009.31.3.315 Fang, 2001, Ancient chinese timber architecture. I: experimental study, J Struct Eng – ASCE, 127, 1348, 10.1061/(ASCE)0733-9445(2001)127:11(1348) King, 1996, Joint characteristics of traditional Chinese wooden frames, Eng Struct, 18, 635, 10.1016/0141-0296(96)00203-9 Chang, 2011, Development of all-wood connections with plywood flitch plate and oak pegs, Adv Struct Eng, 14, 123, 10.1260/1369-4332.14.2.123 Feio, 2014, Testing and modeling of a traditional timber mortise and tenon joint, Mater Struct, 47, 213, 10.1617/s11527-013-0056-y Li, 2009, Effects of tenon depths and bolt constraint conditions on the mechanical behavior of semi-rigid joints of wooden historical buildings, Adv Struct Eng, 12, 349, 10.1260/136943309788708374 Parisi, 2010, Mechanical behavior of double-step timber joints, Constr Build Mater, 24, 1364, 10.1016/j.conbuildmat.2010.01.001 Sandberg, 2000, Strength and stiffness of oak pegs in traditional timber-frame joints, J Struct Eng – ASCE, 126, 717, 10.1061/(ASCE)0733-9445(2000)126:6(717) Tannert, 2010, Strength prediction for rounded dovetail connections considering size effects, J Eng Mech – ASCE, 136, 358, 10.1061/(ASCE)0733-9399(2010)136:3(358) Pang, 2011, Moment-carrying capacity of dovetailed mortise and tenon joints with or without beam shoulder, J Struct Eng – ASCE, 137, 785, 10.1061/(ASCE)ST.1943-541X.0000323 Liang, 1983 GB/(1927–1943)-91. Physical and mechanical tests of wood. Beijing: China technical committee for standardization of timber; 1991 [in Chinese]. Chen, 1991 JGJ101-96. Specification of testing methods for earthquake resistant building. Beijing: China Architecture & Building Press; 1997 [in Chinese]. ATC-24. Guidelines for cyclic seismic testing of components of steel structures. Redwood City, CA: Applied Technology Council; 1992. Shenton, 1998, Stiffness and energy degradation of wood frame shear walls, Can J Civil Eng, 25, 412, 10.1139/l97-108 CSI analysis reference manual for Sap 2000. Etabs, and Safe. Berkeley: Computers and Structures, Inc.; 2005. Dowell, 1998, Pivot hysteresis model for reinforced concrete members, Struct J, 95, 607