[1] 李铁英, 魏剑伟, 张善元, 等. 高层古建筑木结构-应县木塔现状结构评价[J]. 土木工程学报, 2005, 38(2):51-58 LI Tie-ying, WEI Jian-wei, ZHANG Shan-yuan, et al. Appraisal on the structure of the Yingxian wooden tower[J]. China Civil Engineering Journal, 2005, 38(2):51-58
[2] D'AYALA D F, TSAI P H. Seismic vulnerability of historic Dieh-Dou timber structures in Taiwan[J]. Engineering Structures, 2008, 30(8):2101-2113.
[3] 姚侃, 赵鸿铁. 木构古建筑柱与柱础的摩擦滑移隔震机理研究[J]. 工程力学, 2006, 23(8):127-131 YAO Kan, ZHAO Hong-tie. Study on the mechanism of sliding friction shock isolation between timber column and plinth historical buildings[J]. Engineering Mechanics, 2006, 23(8):127-131
[4] 贺俊筱, 王娟, 杨庆山. 古建筑木结构柱脚节点受力性能试验研究[J]. 建筑结构学报, 2017, 38(8):141-149 HE Jun-xiao, WANG Juan, YANG Qing-shan. Mechanical property of column footing joint in traditional wooden structure by quasi-static test[J]. Journal of Building Structures, 2017, 38(8):141-149
[5] TSUWA I, KOSHIHARA M, FUJITA K, et al, A study on the size effect of bracket complexes used in traditional timber structures on the vibration characteristics[C]//10th World Conference on Timber Engineering. Miyazaki:WCTE, 2008:1344-1351.
[6] 隋龑, 赵鸿铁, 薛建阳, 等. 古建木构铺作层侧向刚度的试验研究[J]. 工程力学, 2010, 27(3):74-78 SUI Yan, ZHAO Hong-tie, XUE Jian-yang, et al. Experimental study on lateral stiffness of dougong layer in Chinese historic buildings[J]. Engineering Mechanics, 2010, 27(3):74-78
[7] YEO S Y, KOMATSU K, HSU M F, et al. Mechanical model for complex brackets system of the Taiwanese traditional Dieh-Dou timber structures[J]. Advances in Structural Engineering, 2016, 19(1):65-85.
[8] CHUN Q, YUE Z, PAN J. Experimental study on seismic characteristics of typical mortise-tenon joints of Chinese southern traditional timber frame buildings[J]. Science China Technological Sciences, 2011, 54(9):2404-2411.
[9] 隋龑, 赵鸿铁, 薛建阳, 等. 古建筑木结构直榫和燕尾榫节点试验研究[J]. 世界地震工程, 2010, 26(2):88-92 SUI Yan, ZHAO Hong-tie, XUE Jian-yang, et al. Experimental study on characteristics of mortise tenon joints in historic timber buildings[J]. World Earthquake Engineering, 2010, 26(2):88-92
[10] LI X W, ZHAO J H, MA G W, et al. Experimental study on the seismic performance of a double-span traditional timber frame[J]. Engineering structures, 2015, 98:141-150.
[11] ZHOU Q, YAN W M. Aseismic behaviours of ancient Chinese structures strengthened by different methods[J]. Studies in conservation, 2015, 60(6):384-392.
[12] YEO S Y, KOMATSU K, HSU M F, et al. Structural behavior of traditional Dieh-Dou timber main frame[J]. International Journal of Architectural Heritage, 2018, 12(4):555-578.
[13] SUZUKI Y, MAENO M. Structural mechanism of traditional wooden frames by dynamic and static tests[J]. Structural Control and Health Monitoring, 2006, 13:508-522.
[14] MAENO M. Seismic response characteristics of traditional wooden frame by full-scale dynamic and static tests[C]//Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver:WCEE, 2004:1184-1194.
[15] PARK C Y, KIM H, EOM C D, et al. Effect of lintel on horizontal load-carrying capacity in post-beam structure[J]. Journal of Wood Science, 2014, 60:30-38.
[16] 谢启芳, 杜彬, 向伟, 等. 古建筑木结构燕尾榫节点抗震性能及尺寸效应试验研究[J]. 建筑结构学报, 2015, 36(3):112-120 XIE Qi-fang, DU Bing, XIANG Wei, et al. Experimental study on seismic behaviour and size effect of dovetail mortise-tenon joints of ancient timber buildings[J]. Journal of building structures, 2015, 36(3):112-120
[17] 中国国家技术监督局. GB-1927-1943-91木材物理力学性质试验方法[S]. 北京:中国标准出版社, 1991.
[18] 李诫(宋). 营造法式[M]. 上海:商务印书馆, 1950:79-83.
[19] 陈金永, 师希望, 牛庆芳, 等. 宋式木构屋盖自重及材份制相似关系[J]. 土木建筑与环境工程, 2016, 38(5):27-33 CHEN Jin-yong, SHI Xi-wang, NIU Qing-fang, et al. Analysis of similar CaiFen modular system based on the weight of the roof of Song dynasty[J]. Journal of Civil, Architectural and Environmental Engineering, 2016, 38(5):27-33
[20] ZHAO H T, ZHANG F L, XUE J Y. The research of dynamic properties on the roof in ancient timber buildings[J]. Advanced Materials Research, 2012, 368-373:118-123.
[21] WANNINGER F, FRANGI A. Experimental and analytical analysis of a post-tensioned timber frame under horizontal loads[J]. Engineering Structures, 2016, 113:16-25.
[22] CHEN J Y, LI T Y, YANG Q S, et al. Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests[J]. Engineering Structure, 2018, 156:480-489.
[23] NIU Q F, WAN J, LI T Y, et al. Hysteretic behavior of traditional Chinese timber frames under cyclic lateral loads[J]. Materials Testing, 2018, 60:378-386.
[24] PARK R. State of the art report-ductility evaluation from laboratory and analytical testing[C]//Proceedings of Ninth World Conference on Earthquake Engineering. Tokyo:WCEE, 1988:605-616.
[25] MAEDA T. Column rocking behavior of traditional wooden buildings in Japan[C]//The 10th World Conference on Timber Engineering. Osaka:WCTE, 2008:1372-1378.
[26] GB 50165-92古建筑木结构维护与加固技术规范[S]. 北京:中国建筑工业出版社, 1992.
[27] EUROCODE 8. Design of structures for earthquake resistance-part 1, general rules, seismic actions and rules for buildings[S]. Brusells:German version EN 1998-1, 2004.
[28] SHENTON H W, DINEHART D W, ELLIOTT T E. Stiffness and energy degradation of wood frame shear wall[J]. Canadian Journal of Civil Engineering, 1998, 25:412-423.
[29] KIM Y M, LEE S G, LEE S H. Evaluation of effective lateral stiffness of a Korean-traditional wooden house with new joint types[J]. Engineering Structures, 2015, 94:113-124.
[30] FANG D P, IWASAKI S, YU M H, et al. Ancient Chinese timber architecture I:experimental study[J]. Journal of Structural Engineering, 2001, 127(11):1348-1357. |