古建筑木结构的承载及抗震机理
CSTR:
作者:
中图分类号:

TU366.2

基金项目:

国家自然科学基金(51338001)


Load-bearing and aseismic mechanism of traditional wooden structures
Author:
  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [33]
  • |
  • 相似文献 [19]
  • | | |
  • 文章评论
    摘要:

    从古建筑木结构的材料劣化损伤、材性衰退、柱脚节点、榫卯节点缝隙与性能、斗栱性能与构架性能等几个方面探讨古建筑木结构的承载机理。从宏观和微观尺度分析古建木构材料性能,建立构件层次的古木材性时变模型;提出木柱摇摆抬升的力学模型及精细化分析方法;建立榫卯节点缝隙概率分布模型,构建榫卯节点模型及分析方法;分析单朵斗栱力学性能及斗栱层的协同作用;通过摇摆木构架的试验和理论分析总结节点摩擦耗能、重屋盖高位储能、构架长周期摇摆释能的综合抗震机理。

    Abstract:

    This paper discussed the bearing mechanism of ancient wooden structure from the aspects of damage and degradation of material, column foot joints, gaps and performance of mortise-tenon joints, performances of Dou-gong and wooden frame. A time-varying model of the wood component was proposed based on the macroscopic and microscopic analysis of the wood properties.Then the mechanical model and the fine analysis method of the wooden column with rocking-uplift behavior were established.Also, the probability distribution model of gaps of mortise-tenon joint was established, the model and analysis method of mortise-tenon joints were constructed.And the mechanical properties of single Dou-gong and the synergistic effect of Dou-gong layer were analyzed.Finally, the comprehensive seismic mechanism including the friction energy dissipation of the joints, gravitational potential energy storage of the heavy roof and the energy release of the frame by long period rocking were summarized through the experiment and theoretical analysis of the rocking wooden frame.

    参考文献
    [1] KING W S, YEN J Y R, YEN Y N A. Joint characteristics of traditional Chinese wooden frames[J]. Engineering Structures, 1996, 18(8):635-644.
    [2] 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.
    [3] 赵鸿铁, 张风亮, 薛建阳, 等. 古建筑木结构的结构性能研究综述[J]. 建筑结构学报, 2012, 33(8):1-10.ZHAO H T, ZHANG F L, XUE J Y, et al. Research review on structural performance of ancient timber structure[J]. Journal of Building Structures, 2012, 33(8):1-10. (in Chinese)
    [4] TANAHASHI H, SUZUKI Y. Elasto-plastic Pasternak model simulation of static and dynamic loading tests of traditional wooden frames[C]//11th World Conference on Timber Engineering, 2010:3309-3318.
    [5] 周乾, 闫维明, 杨娜, 等. 单檐歇山式木构古建抵抗强震试验调查[J]. 土木工程学报, 2018, 51(Sup1):32-36, 79.ZHOU Q, YAN W M, YANG N, et al. Experimental investigation of seismic performance of single layer gable and hip roof type of Chinese ancient building under high intensity earthquake[J]. China Civil Engineering Journal, 2018, 51(Sup1):32-36, 79. (in Chinese)
    [6] MENG X J, LI T Y, YANG Q S, et al. Seismic mechanism analysis of a traditional Chinese timber structure based on quasi-static tests[J]. Structural Control and Health Monitoring, 2018, 25(10):e2245.
    [7] MENG X J, LI T Y, YANG Q S. Experimental study on the seismic mechanism of a full-scale traditional Chinese timber structure[J]. Engineering Structures, 2019, 180:484-493.
    [8] MI X C, LI T Y, WANG J P, et al. Evaluation of salt-induced damage to aged wood of historical wooden buildings[J]. International Journal of Analytical Chemistry, 2020, 2020:1-11.
    [9] YANG N, LI P, LAW S S, et al. Experimental research on mechanical properties of timber in ancient Tibetan building[J]. Journal of Materials in Civil Engineering, 2012, 24(6):635-643.
    [10] HIRASHIMA Y, SUGIHARA M, SASAKI Y, et al. Strength properties of aged wood III:Static and impact bending strength properties of aged Keyaki and Akamatsu woods[J]. Mokuzai Gakkaishi, 2005, 51(3):146-152.
    [11] SOUSA H S, BRANCO J M, LOURENÇO P B. Characterization of cross-sections from old chestnut beams weakened by decay[J]. International Journal of Architectural Heritage, 2014, 8(3):436-451.
    [12] JORGE B, TIAGO P, PAULO L, et al. Mechanical characterization of old chestnut beams[C]//International Conference on Structural Health Assessment of Timber Structures, 2011.
    [13] QIN S J, YANG N. Strength degradation and service life prediction of timber in ancient Tibetan building[J]. European Journal of Wood and Wood Products, 2018, 76(2):731-747.
    [14] GERHARDS C. Time-related effects on wood strength:A linear cumulative damage theory[J]. Wood Science, 1979, 11(3):139-44.
    [15] WANG Z C, YANG N. Parameter-based applicability analysis of Gerhards cumulative damage model in residual strength and life prediction of wood in bending[J]. Wood Science and Technology, 2019, 53(6):1255-1277.
    [16] YANG N, ZHANG L. Investigation of elastic constants and ultimate strengths of Korean pine from compression and tension tests[J]. Journal of Wood Science, 2018, 64(2):85-96.
    [17] KOHARA J. Studies on the durability of wood I:Mechanical properties of aged timbers[R]. Scientific Reports of the Saikyo University, Agriculture, 1952:116-131.
    [18] DEPPE H J, RUHL H. Evaluation of historical construction timber:1. Density and compression strength:Rohdichte und Druckfestigkeit[J]. European Journal of Wood and Wood Products, 1993, 51(6):379-383.
    [19] YANG Q S, GAO C, KE L, et al. Compressive strength of aged timber members in traditional building considering differences of heartwood and sapwood[J]. European Journal of Wood and Wood Products, 2021.
    [20] 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 J X, WANG J, YANG Q S. Mechanical property of column footing joint in traditional wooden structure by quasi-static test[J]. Journal of Building Structures, 2017, 38(8):141-149. (in Chinese)
    [21] 贺俊筱, 王娟, 杨庆山. 考虑高径比影响的木结构柱抗侧能力试验研究[J]. 土木工程学报, 2018, 51(3):27-35.HE J X, WANG J, YANG Q S. Experimental study on lateral resistance capacity of column in traditional timber structures considering effects of height-diameter ratio[J]. China Civil Engineering Journal, 2018, 51(3):27-35. (in Chinese)
    [22] WANG J, HE J X, YANG Q S, et al. Study on mechanical behaviors of column foot joint in traditional timber structure[J]. Structural Engineering and Mechanics, 2018, 66(1), 1-14.
    [23] YANG Q S, HE J X, WANG J. Study on the mechanical behaviors of timber frame with the simplified column foot joints[J]. Structural Engineering and Mechanics, 2021, 77(3):383-394.
    [24] HE J X, WANG J. Theoretical model and finite element analysis for restoring moment at column foot during rocking[J]. Journal of Wood Science, 2018, 64(2):97-111.
    [25] YANG Q S, GAO C, WANG J, et al. Probability distribution of gaps between tenon and mortise of traditional timber structures[J]. European Journal of Wood and Wood Products, 2020, 78(1):27-39.
    [26] YANG Q S, YU P, LAW S S. Load resisting mechanism of the mortise-tenon connection with gaps under in-plane forces and moments[J]. Engineering Structures, 2020, 219:110755.
    [27] XUE J Y, MA L L, DONG X Y, et al. Investigation on the behaviors of Tou-Kung sets in historic timber structures[J]. Advances in Structural Engineering, 2020, 23(3):485-496.
    [28] 隋, 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 Y,ZHAO H T, XUE J Y, et al. Experimental study on lateral stiffness of Dougong layer in Chinese historic buildings[J]. Engineering Mechanics, 2010, 27(3):74-78. (in Chinese)
    [29] MAENO M, SUZUKI Y, OHSHITA T, et al. Seismic response characteristics of traditional wooden frame by full-scale dynamic and static tests[C]//Proceedings of the 13th World Conference on Earthquake Engineering, 2004:1184-1194.
    [30] SUZUKI Y, MAENO M. Structural mechanism of traditional wooden frames by dynamic and static tests[J]. Structural Control and Health Monitoring, 2006, 13(1):508-522.
    [31] 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):555-577.
    [32] 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(4):378-386.
    [33] 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 Structures, 2018, 156:480-489.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

杨庆山.古建筑木结构的承载及抗震机理[J].土木与环境工程学报(中英文),2022,44(2):1-9. YANG Qingshan. Load-bearing and aseismic mechanism of traditional wooden structures[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2022,44(2):1-9.10.11835/j. issn.2096-6717.2021.063

复制
分享
文章指标
  • 点击次数:740
  • 下载次数: 998
  • HTML阅读次数: 574
  • 引用次数: 0
历史
  • 收稿日期:2020-02-07
  • 在线发布日期: 2022-02-14
文章二维码