Lateral behavior of heritage timber frames with loose nonlinear mortise-tenon connections

Chen, 1993 Wan, 2020, Initial motion analysis of heritage Chinese rocking timber frame subjected to horizontal ground motion: theoretical and numerical investigations, Eng Struct, 10.1016/j.engstruct.2019.109898 Xie, 2020, Lateral behavior of heritage chinese timber-frames strengthened with shape-memory alloy: experiments and analytical model, J Struct Eng-asce, 146, 10.1061/(ASCE)ST.1943-541X.0002583 W. S., Yen, J. Y., & Yen, Y. N. (1996). Joint characteristics of heritage Chinese timber frames. Engineering Structures, 18(8), 635-644. Ogawa, 2015, Theoretical modeling and experimental study of Japanese “Watari-ago” joints, J Wood Sci, 61, 481, 10.1007/s10086-015-1498-3 Ogawa, 2016, Theoretical estimation of the mechanical performance of heritage mortise–tenon joint involving a gap[J], J Wood Sci, 62, 1, 10.1007/s10086-016-1544-9 Xie, 2014, Theoretical analysis on moment–rotation relationship of dovetail joints for Chinese ancient timber structure buildings, Eng Mech, 12, 140 Likos, 2012, Effect of tenon geometry, grain orientation, and shoulder on bending moment capacity and moment rotation characteristics of mortise and tenon joints, Wood Fiber Sci, 44, 462 Chen, 2016, Flexural behaviour of timber dovetail mortise–tenon joints, Constr Build Mater, 112, 366, 10.1016/j.conbuildmat.2016.02.074 Xue, 2018, Analytical investigation on moment-rotation relationship of through-tenon joints with looseness in ancient timber buildings, Earthquakes Struct, 14, 241 Pan, 2020, Study on mechanical model of through-tenon joints in ancient timber structures, China Civil Eng J, 53, 61 Dedijer, M., Roche, S. N., & Weinand, Y. (2016). Shear resistance and failure modes of edgewise multiple tab-and-slot joint (MTSJ) connection with dovetail design for thin LVL spruce plywood Kerto-Q panels. In World conference on timber engineering (No. CONF). Rad, 2019, Performance assessment of through-tenon timber joints under tension loads, Constr Build Mater, 207, 706, 10.1016/j.conbuildmat.2019.02.112 Rad, 2019, Experimental push-out investigation on the in-plane force-deformation behavior of integrally-attached timber Through-Tenon joints, Constr Build Mater, 215, 925, 10.1016/j.conbuildmat.2019.04.156 Yang, 2020, Load resisting mechanism of the mortise-tenon connection with gaps under in-plane forces and moments, Eng Struct, 219, 10.1016/j.engstruct.2020.110755 Li, 2015, Experimental study on the seismic performance of a double-span heritage timber frame, Eng Struct, 98, 141, 10.1016/j.engstruct.2015.04.031 Kishi, 1998, Effective length factor of columns in flexibly jointed and braced frames, J Constr Steel Res, 47, 93, 10.1016/S0143-974X(98)80104-1 Xie, 2019, Lateral performance of heritage Chinese timber frames: experiments and analytical model, Eng Struct, 186, 446, 10.1016/j.engstruct.2019.02.038 Law, 2003, Hybrid beam-column element with end frictional joints[J], J Eng Mech-asce, 129, 564, 10.1061/(ASCE)0733-9399(2003)129:5(564) Law, 2005, Transverse natural vibration of a beam with an internal joint carrying in-plane flexibilities, J Eng Mech-asce, 131, 80, 10.1061/(ASCE)0733-9399(2005)131:1(80) He, 2018, Theoretical model and finite element analysis for restoring moment at column foot during rocking, J Wood Sci, 10.1007/s10086-017-1677-5 He, 2017, Theoretical and experimental analysis on mechanical behavior of column in heritage timber structure during rocking, Eng Mech, 11, 55 Gao Y. (2017). Experimental study and theoretical analysis of heritage timber typical mortise-tenon joints based on the wood friction mechanism and embedded pressure characteristics. (Doctoral dissertation). He J. (2019). Mechanical properties of key joints and column frame in heritage timber structure. Beijing jiaotong university. (Doctoral dissertation). Yang, 2020, Probability distribution of gaps between tenon and mortise of heritage timber structures, Eur J Wood Wood Prod, 78, 27, 10.1007/s00107-019-01472-1 Xue, 2016, Experimental study on seismic performance of dovetail joints with different loose degrees in ancient buildings, J Build Struct, 37, 73