[1] 石四军. 古建筑营造技术细部图解[M]. 沈阳: 辽宁科学技术出版社, 2010.Shi S J. Ancient building construction technology detail[M]. Shenyang: Liaoning Science and Technology Publishing House, 2010.
[2] 成俊卿. 木材学[M]. 北京: 中国林业出版社, 1985.Cheng J Q. Wood science[M]. Beijing: China Forestry Publishing House, 1985.
[3] 廖春晖, 张厚江, 黎冬青, 等. 古建筑圆柱形木构件内部缺陷筛查方法研究[J]. 北京林业大学学报, 2013, 35(1):123−126.Liao C H, Zhang H J, Li D Q, et al. Screening method of internal defects in cylindrical wood members of ancient architectures[J]. Journal of Beijing Forestry University, 2013, 35(1): 123−126.
[4] 林丽. 古建筑木梁架常见破坏形式及修缮方案—以浙江古民居为例[J]. 价值工程, 2015, 34(29):155−157.Li L. The wooden beams renovation scheme of Zhejiang ancient architecture[J]. Value Engineering, 2015, 34(29): 155−157.
[5] 张厚江, 管成, 文剑. 木质材料无损检测的应用与研究进展[J]. 林业工程学报, 2016, 1(6):1−9.Zhang H J, Guan C, Wen J. Applications and research development of nondestructive testing of wood based materials[J]. Journal of Forestry Engineering, 2016, 1(6): 1−9.
[6] Akbiyik A, Lamanna A J, Hale W M. Feasibility investigation of the shear repair of timber stringers with horizontal splits[J]. Construction and Building Materials, 2007, 21(5): 991−1000. doi: 10.1016/j.conbuildmat.2006.03.004
[7] Nagai H, Murata K, Nakano T. Defect detection in lumber including knots using bending deflection curve: comparison between experimental analysis and finite element modeling[J]. Journal of Wood Science, 2009, 55(3): 169−174. doi: 10.1007/s10086-008-1016-y
[8] Xu H, Wang L. Curvature modal analysis of defective wood beams based on finite element method[C]// Changsha University of Science & Technology. International Conference on Measuring Technology & Mechatronics Automation. Washington: IEEE Computer Society, 2010: 874-877.
[9] Zhang J, Xu Q F, Xu Y X, et al. Research on residual bending capacities of used wood members based on the correlation between non-destructive testing results and the mechanical properties of wood[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2015, 16(7): 541−550.
[10] 孙艳玲, 张青, 赵东. 木材裂纹尖端应力、应变场的数值分析[J]. 北京林业大学学报, 2010, 32(1):103−107.Sun Y L, Zhang Q, Zhao D. Stress and strain filed at wood crack[J]. Journal of Beijing Forestry University, 2010, 32(1): 103−107.
[11] 温宇鑫, 赵健, 赵东. 孔洞对木梁弯曲应变分布影响的试验研究[J]. 北京林业大学学报, 2017, 39(11):106−113.Wen Y X, Zhao J, Zhao D. Experimental study on the effects of holes on bending strain distribution of wood beams[J]. Journal of Beijing Forestry University, 2017, 39(11): 106−113.
[12] 周乾, 闫维明, 纪金豹. 古建残损木梁受弯性能数值模拟研究[J]. 山东建筑大学学报, 2012, 27(6):570−574. doi: 10.3969/j.issn.1673-7644.2012.06.006Zhou Q, Yan W M, Ji J B. Numerical simulation of bending performance of the unsound Chinese ancient wooden beam[J]. Journal of Shandong Jianzhu University, 2012, 27(6): 570−574. doi: 10.3969/j.issn.1673-7644.2012.06.006
[13] 中华人民共和国建设部. 木结构设计规范: GB50005−2017[S]. 北京: 中国建筑工业出版社, 2017.Ministry of Development of the People’s Republic of China. Code for design of timber structures: GB50005−2017[S]. Beijing: China Architecture & Building Press, 2017.
[14] 龙卫国, 杨学兵. 木结构设计手册[M]. 北京: 中国建筑工业出版社, 2005.Long W G, Yang X B. Manual for design of timber structure[M]. Beijing: China Architecture & Building Press, 2005.
[15] 刘大可. 古建筑屋面荷载编汇(上)[J]. 古建园林技术, 2001(3):58−64.Liu D K. Assembly of roof loads in ancient buildings[J]. Traditional Chinese Architecture and Gardens, 2001(3): 58−64.
[16] 中华人民共和国建设部. 古建筑木结构维护与加固技术规范: GB50165−92[S]. 北京: 中国建筑工业出版社, 1992.Ministry of Development of the People’s Republic of China. Technical code for maintenance and strengthening of ancient timber buildings: GB50165−92[S]. Beijing: China Architecture & Building Press, 1992.
[17] 朱忠漫, 邱洪兴, 王靖翔. 干缩裂缝对木梁抗弯性能影响的试验研究[J]. 淮海工学院学报(自然科学版), 2015, 24(增刊1):74−79.Zhu Z M, Qiu H X, Wang J X. Flexural performance of timber beams with shrinkage crack[J]. Journal of Huaihai Institute of Technology (Natural Science Edition), 2015, 24(Suppl.1): 74−79.