GUAN Z W,RODD P D.Hollow steel dowels-a new application in semi-rigid timber connections[J].Engineer Structures,2001,23(1):110-119.
[2]
姚侃,赵鸿铁,葛鸿鹏.古建木结构榫卯连接特性的试验研究[J].工程力学,2006,23(10):168-173.YAO Kan,ZHAO Hong-tie,GE Hong-peng.Experimental studies on the characteristic of mortise-tenon joint in historic timberbuildings[J].Engineering Mechanics,2006,23(10):168-173.(in Chinese)
[3]
CHUI Y H,NI C.Load-embedment response of timber to reversed cyclic load[J].Wood Fiber Science,1997,29(2):148-160.
[4]
CHUI Y H,LI Y T.Modeling timber moment connection under reversed cyclic loading[J].Journal of structural engineering,2005,131(11):1757-1763.
[5]
KERMANI A.A study of semi-rigid and nonlinear behavior of nailed joints in timber portal frames[J].Forest Engineering,1996,7(2):17-34.
[6]
FRYE M J,MORRIS C A.Analysis of flexibly connected steel frames[J].Can.J.Civ.Eng,1975,2(3):280-291.
[7]
CHEN W F,KISHI N.Semi-rigid steel beam-to-column connections:data base and modeling[J].Journal of StructuralEngineering,1989,115(1):105-119.
[8]
KINGW S,CHEN W F.LRFD analysis for semi-rigid frame design[J].Engineering Journal,1993,30(4):130-140.
[9]
KISHI N,CHEN W F,GOTO Y,et al.Analysis program for the design of flexibly jointed framed[J].Computers andStructures,1994,49(4):705-713.
[10]
GOTO Y,SUZUKI S,CHEN W F.Analysis of critical behavior of semi-rigid frames with or without load history inconnections[J].Int.J.Solids Structure,1991,27(4):467-483.
[11]
赵均海,俞茂宏,杨松岩,等.中国古代木结构有限元动力分析[J].土木工程学报,2000,33(1):32-35.ZHAO Jun-hai,YU Mao-hong,YANG Song-yan,et al.Dynamic analysis for the ancient superstructure of the east city gateof Xi'an by FEM[J].China Civil Engineering Journal,2000,33(1):32-35.(in Chinese)
[12]
薛建阳,赵鸿铁,张鹏程.中国古建筑木结构模型的振动台试验研究[J].土木工程学报,2004,37(6):6-11.XUE Jian-yang,ZHAO Hong-tie,ZHANG Peng-cheng.Study on the seismic behaviors of Chinese ancient wooden buildingby shaking tables test[J].China Civil Engineering Journal,2004,37(6):6-11.(in Chinese)
[13]
翟慧娟.西安东门城楼城墙弹塑性[D].西安:长安大学建筑工程学院,2005:19-22.QU Hui-juan.Research on elastoplastic finite element on the timber and rampart of Xi'an east city gate[D].Xi'an:MasterThesis of the College of Architecture Engineering,Chang’an University,2005:19-22.(in Chinese)
[14]
杨庆生.有限元法—理论、实现和发展[M].北京:北京工业大学出版社,2000:89-92.
[15]
GOTO Y,SUZUKI S,CHEN W F.Stability behavior of semi-rigid sway frames[J].Engineering Structure,1993,15(3):209-219.
[16]
KAMESHKI E S,SAKA M P.Optimum design of nonlinear steel frames with semi-rigid connections using a genetic algorithm[J].Computers Structures,2001,79(17):1593-1604.
[17]
王俊鑫.榫卯连接木结构的静力与动力分析研究[D].昆明:昆明理工大学建筑工程学院,2008.WANG Jun-xin.Static and dynamic analysis of mortise-tenon conncetion timber structure[D].Kunming University of Scienceand Technology:Master Thesis of the College of Architecture Engineering,Kunming University of Science and Technology,2008.(in Chinese)
[18]
方东平,俞茂宏,宫本裕,等.木结构古建筑结构特性的计算研究[J].工程力学,2001,18(1):137-144.FANG Dong-ping,YU Mao-hong,MIYAMOTO Y,et al.Calculation studies on structural characteristics of ancient timberarchitectures[J].Engineering Mechanics,2001,18(1):137-144.(in Chinese)
[19]
丁磊,王志骞,俞茂宏.西安鼓楼木结构的动力特性及地震反应分析[J].西安交通大学学报,2003,37(9):986-988.DING Lei,WANG Zhi-qian,YU Mao-hong.Dynamic characteristics and earthquake responses of Xi’an drum-tower[J].Journal of Xi'an Jiaotong University,2003,37(9):986-988.(in Chinese)
