浅谈木结构建筑的动力学特性研究
摘要
针对全球普遍认可和大力推广的木结构建筑,本文就影响木结构建筑性能的设计要因出发,分别阐述了国内外开展其动力学特性研究的主要成果,以期为促进具有我国自主产权与特色的木结构基础研究技术提供借鉴,为提高木结构建筑的整体综合性能水平具有现实意义。
引文
[1]郝焱.木结构古建筑的力学研究[A].第12届全国结构工程学术射义论文集第I册,2003
[2]隋龚.中国古代木构耗能减震机理与动力特性分析[D],西安建筑科技大学,2009
[3]张鹏程.中国古代木构建筑结构及其抗震发展研究[D].西安建筑科技大学,2003
[4]程海江.轻型木结构房屋抗震性能研究[D].同济大学’2007
[5]江雪梅,刘国杰,李曼.轻型木结构体系的研究[J].唐山学院学报,2007,30(2):75~80
[6]曹加良,施卫星,刘文光.隔震结构动力特性及响应对计算模型参数的敏感性研究[J].工程力学.2011.168~176
[7]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
[8]Sandberg L B,Bulleit W MReid E H.Strength and stiffness of oak pegs in traditional timber-frame joints[J]Journal of Structural Engineering,2000,126(6):126-131
[9]Falk R HRafik Y I.Dynamic characteristics of wood and gypsum diaphragm[J].Structure Eng,1987,l 13(6):1357~1370,2008
[10]Dinehart D W,Shenton H W.III.Comparison of static and dynamic response of timber shear wallsfj].Structure Eng,1998,124(6):686-695
[11]Foliente G C.Hysteresis modeling of wood joints and structural design[J].Structure Eng,1995,121(6):1013~1022
[12]Robert N.Emerson.Nondestructive Evaluation Techniques for Timber Bridges[M].Presses polytechniques et universitaires romandes,Lausanne,Suisse,1998
[13]Toshikazu Hanazato.Analysis of Earthquake Resistance of Five-Storied Timber Pagoda[C].13th World Conference on Earthquake Engineering Vancouver,B.C.,Canada August 1-6,2004 Paper No.1223
[14]Naoya Shojo.Dynamic characteristics of timber frame structure by micro tremor measurements[J].OURCE Archives of Civil&Mechanical Engineering,2005,Vol.5 Issue 3,p59
[15]Wendorf,Jan.Dynamic response of structural timber flo oring systems[M].Ph D thesis,Edinburgh Napier University,2009
[16]Wendorf,Jan.Dynamic Characteristics of Shallow floors with Gross Laminated Timber Spines[J].World Conference on Timber Engineering,16-19 July 2012
[17]Kyung-Won Min.Ambient vibration testing for story stiffness estimation of a heritage timber building[J].The Scientific World Journal,Volume 2013,(2013),Article ID 198483,9 pages
[18]杨洋.MEMS微构件动态特性测试的激励装置特性研究[D].大连理工大学,2008
[19]刘杰,康加华,熊海贝.向峨小学现代木结构校舍动力特性现场实测[J].结构工程师,2010,26(3):130-134
[20]姚国良.压电微悬臂梁的动态特性测试[D].大连理工大学,2010
[2]隋龚.中国古代木构耗能减震机理与动力特性分析[D],西安建筑科技大学,2009
[3]张鹏程.中国古代木构建筑结构及其抗震发展研究[D].西安建筑科技大学,2003
[4]程海江.轻型木结构房屋抗震性能研究[D].同济大学’2007
[5]江雪梅,刘国杰,李曼.轻型木结构体系的研究[J].唐山学院学报,2007,30(2):75~80
[6]曹加良,施卫星,刘文光.隔震结构动力特性及响应对计算模型参数的敏感性研究[J].工程力学.2011.168~176
[7]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
[8]Sandberg L B,Bulleit W MReid E H.Strength and stiffness of oak pegs in traditional timber-frame joints[J]Journal of Structural Engineering,2000,126(6):126-131
[9]Falk R HRafik Y I.Dynamic characteristics of wood and gypsum diaphragm[J].Structure Eng,1987,l 13(6):1357~1370,2008
[10]Dinehart D W,Shenton H W.III.Comparison of static and dynamic response of timber shear wallsfj].Structure Eng,1998,124(6):686-695
[11]Foliente G C.Hysteresis modeling of wood joints and structural design[J].Structure Eng,1995,121(6):1013~1022
[12]Robert N.Emerson.Nondestructive Evaluation Techniques for Timber Bridges[M].Presses polytechniques et universitaires romandes,Lausanne,Suisse,1998
[13]Toshikazu Hanazato.Analysis of Earthquake Resistance of Five-Storied Timber Pagoda[C].13th World Conference on Earthquake Engineering Vancouver,B.C.,Canada August 1-6,2004 Paper No.1223
[14]Naoya Shojo.Dynamic characteristics of timber frame structure by micro tremor measurements[J].OURCE Archives of Civil&Mechanical Engineering,2005,Vol.5 Issue 3,p59
[15]Wendorf,Jan.Dynamic response of structural timber flo oring systems[M].Ph D thesis,Edinburgh Napier University,2009
[16]Wendorf,Jan.Dynamic Characteristics of Shallow floors with Gross Laminated Timber Spines[J].World Conference on Timber Engineering,16-19 July 2012
[17]Kyung-Won Min.Ambient vibration testing for story stiffness estimation of a heritage timber building[J].The Scientific World Journal,Volume 2013,(2013),Article ID 198483,9 pages
[18]杨洋.MEMS微构件动态特性测试的激励装置特性研究[D].大连理工大学,2008
[19]刘杰,康加华,熊海贝.向峨小学现代木结构校舍动力特性现场实测[J].结构工程师,2010,26(3):130-134
[20]姚国良.压电微悬臂梁的动态特性测试[D].大连理工大学,2010
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