JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2016, Vol. 46 ›› Issue (1): 70-79.doi: 10.6040/j.issn.1672-3961.0.2014.145

Previous Articles     Next Articles

Dynamic characteristic and seismic responses of steel structure of Ling-zhao Veranda in the Palace Museum

ZHOU Qian1,2, YAN Weiming2, JI Jinbao2   

  1. 1. the Palace Museum, Beijing 100009, China;
    2. Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • Received:2014-05-21 Online:2016-02-20 Published:2014-05-21

PDF (PC)

626

Abstract: To effectively protect Chinese historic buildings, Ling-zhao Veranda in the Palace Museum was taken as example to study dynamic characteristic and seismic responses of its steel structure by finite element analysis method. Based on damage status of steel structure as well as semi-rigid characteristic of its beam-column joints, the finite element model was built considering 3 cases. By modal analysis, its basic frequencies and main modes under different case conditions were obtained. By time-history analysis, displacement, acceleration and internal force response curves of typical nodes under 8 degree intensity of frequently occurred earthquakes were obtained, and aseismic performances of the structure under different case conditions were also discussed. Anti-collapse performance of the steel structures under 8 degree intensity of rare occurred earthquakes were discussed by spectrum response analysis. Results showed that stiffness of joints of the steel structure degenerated with its basic frequency values decreased, and its main modes changed. With the 8 degree intensity of frequently occurred earthquakes, the steel structure kept stable vibration status. Due to stiffness degradation of its joints, its peak displacement response values tended to increase, and its peak internal force values tended to decrease. All peak values were within permission scopes. When 8 degree intensity earthquakes occurred, the steel structures of different cases still remained their stability.

Key words: Ling-zhao Veranda, steel structure, seismic response, historic building, analysis case, simulation, dynamic characteristic

CLC Number: 

  • TU391
[1] 毛宪民.紫禁城内水晶宫之谜[N].中国档案报,2001-12-21(008).
[2] 陆元.故宫延禧宫里的“水晶宫”[N].中国档案报,2005-04-08(005).
[3] 朱庆征.方寸之间的宫廷建筑[J]. 紫禁城, 2006,(07):88-91. ZHU Qingzheng. The palace buildings in small sizes[J]. Forbidden City, 2006,(07):88-91.
[4] 曲亮,王时伟,李秀辉,等. 故宫灵沼轩金属构件的病害分析及其成因研究[J].故宫博物院院刊,2013(2):125-138. QU Liang, WANG Shiwei, LI Xiuhui, et al. The causes for diseases and damages to the metal architectural components of Ling Zhao Xuan(Palace)of the Imperial Palace[J]. Palace Museum Journal, 2013(2):125-138.
[5] 张英蓉, 曲亮, 何积铨.气象环境中铁质文物锈层的实验室模拟[J].化工技术与开发, 2013,42(1):5-9. ZHANG Yingrong, QU Liang, HE Jiquan. Laboratory simulation of iron relics rust layer in metrological environment[J]. Technology & Development of Chemical Industry, 2013, 42(1):5-9.
[6] 陈宏,施龙杰,王元清,等.钢结构半刚性节点的数值模拟与试验分析[J].中国矿业大学学报,2005,34(1):102-106. CHEN Hong, SHI Longjie, WANG Yuanqing, et al. Numerical simulation and experimental analysis on steel semi-rigid joints[J]. Journal of China University of Mining & Technology, 2005, 34(1):102-106.
[7] 黄冀卓,王湛,潘建荣.钢结构梁柱连接节点刚度的半解析测试方法[J].工程力学,2011,28(1):105-109. HUANG Jizhuo, WANG Zhan, PAN Jianrong. Semi-analytical method for beam-to-column connection rigidity of steel structures[J].Engineering Mechanics, 2011, 28(1):105-109.
[8] 黄冀卓, 王湛,马人乐.半刚性钢框架优化设计研究[J].四川建筑科学研究, 2007,33(4):23-30. HUANG Jizhuo, WANG Zhan, MA Renle. Optimum design of semi-rigid steel frame[J]. Sichuan Building Science, 2007, 33(4):23-30.
[9] 杜俊,印真,陈力奋.梁柱半刚性连接对钢结构整体抗震性能的影响研究[J].动力学与控制学报,2013,11(2):172-177. DU Jun, YIN Zhen, CHEN Lifen. The effects of semi-rigid joints on the seismic behaviors of steel structure[J]. Journal of Dynamics and Control, 2013, 11(2):172-177.
[10] 杜俊,印真,陈力奋.钢框架连接处半刚性对结构自振周期的影响[J].噪声与振动控制, 2013,33(3):5-11. DU Jun, YIN Zhen, CHEN Lifen. Effects of semi-rigid joints of steel frames on natural vibration period of structures[J]. Noise and Vibration Control, 2013, 33(3):5-11.
[11] ATOROD A, JAMES B R. Static and cyclic performance of semi rigid steel beam to column connections[J]. Journal of Structural Engineering, 1989, 115(12):2979-2999.
[12] HONG K, YANG J G, LEE S K. Parametric study of double angle framing connections subjected to shear and tension[J]. Journal of Constructional Steel Research, 2001, 57(9):997-1013.
[13] FANG D P, IWASAKI S, YU M H. Ancient Chinese timber architecture-I: experimental study[J]. Journal of Structural Engineering, 2001, 127(11):1348-1357.
[14] FANG D P, IWASAKI S, YU M H. Ancient Chinese timber architecture-II: dynamic characteristics[J]. Journal of Structural Engineering, 2001, 127(11):1358-1364.
[15] 胡习兵,沈蒲生,舒兴平,等.连接的半刚性对钢框架结构动力性能的影响[J].工程抗震与加固改造,2006,28(6):30-33. HU Xibing, SHEN Pusheng, SHU Xingping, et al. Effects of semi-rigid connections on dynamic behaviors of steel frame structures[J]. Earthquake Resistant Engineering and Retrofitting, 2006, 28(6):30-33.
[16] 王新敏. ANSYS工程结构数值分析[M].北京:人民交通出版社, 2007.
[17] 王新敏, 李义强, 许宏伟. ANSYS结构分析单元与应用[M]. 北京:人民交通出版社, 2011.
[18] 国家建筑工程质量监督检验中心. 故宫灵沼轩钢结构检测鉴定报告[R]. 北京: 国家建筑工程质量监督检验中心, 2011.
[19] 孙政,王卫东,李术才,等.橡胶垫浮置板道床结构减振性能研究[J].山东大学学报(工学版), 2011,41(5):108-113. SUN Zheng, WANG Weidong, LI Shucai, et al. Investigation on vibration reduction of a rubber pad floating slab track[J]. Journal of Shandong University(Engineering Science), 2011, 41(5):108-113.
[20] 刘延俊, 郑波, 孙兴旺.漂浮式海浪发电装置主浮体结构的有限元分析[J].山东大学学报(工学版), 2012,42(4):98-102. LIU Yanjun, ZHENG Bo, SUN Xingwang. Finite element analysis of the main floating body of floating wave power device[J]. Journal of Shandong University: Engineering Science, 2012, 42(4):98-102.
[21] 高大峰, 祝松涛, 丁新建.西安永宁门箭楼结构及抗震性能分析[J]. 山东大学学报(工学版), 2013,43(2):62-69. GAO Dafeng, ZHU Songtao, DING Xinjian. Analysis of structural and seismic performance of Yongning Gate embrasured watchtower of Xi'an city wall[J]. Journal of Shandong University(Engineering Science), 2013, 43(2):62-69.
[22] 周旺保, 蒋丽忠, 李书进, 等. 钢-混凝土组合框架地震响应有限元时程分析[J].华中科技大学学报(自然科学版), 2014,42(7): 61-65. ZHOU Wangbao, JIANG Lizhong, LI Shujin, et al. Finite element time history analysis on seismic response of steel-concrete composite frame structure[J]. Journal of Huazhong University of Science and Technology(Natural Science Edition), 2014, 42(7): 61-65.
[23] 北京钢铁设计研究总院.GB50017—2003 钢结构设计规范[S]. 北京: 中国计划出版社, 2003.
[24] 中国建筑科学研究院. GB 50011—2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2010.
[25] 沈望霞, 李忠诚. 核电站混凝土结构弹塑性地震楼面响应谱分析[J].工业建筑, 2014,44(5):61-64. SHEN Wangxia, LI Zhongcheng. Analysis of seismic floor response spectra of elastoplastic RC structures of existing nuclear power stations[J]. Industrial Construction, 2014, 44(5):61-64.
[26] 周乾,闫维明,关宏志,等.罕遇地震作用下故宫太和殿抗震性能研究[J].建筑结构学报,2014,35(S1):25-32. ZHOU Qian, YAN Weiming, GUAN Hongzhi, et al. Seismic performance of Tai-he Palace in the Forbidden City under rare earthquake[J]. Journal of Building Structures, 2014, 35(S1):25-32.
[1] ZHANG Yumin, LI Jingrui, YANG Ming, JI Xingquan, SUN Donglei, XU Bo, WU Fucheng. Robust unit commitment model with multi-energy coupled system considering gas-heat network dynamics [J]. Journal of Shandong University(Engineering Science), 2025, 55(5): 18-29.
[2] LIU Qiming, WANG Wenhui, PAN Yingnan, GAO Yaohui, ZHENG Chengcheng, HE Peng. Influence of thickness defects on the stability of the primary support structure and risk assessment [J]. Journal of Shandong University(Engineering Science), 2025, 55(5): 165-178.
[3] DONG Ge, HUANG Shuting, WANG Jun, XUE Gang, LIU Yanjun. The stable motion response of floating platform based on swing arm float array [J]. Journal of Shandong University(Engineering Science), 2025, 55(2): 156-164.
[4] Yuxin WANG,Sizhong LÜ,Wang YAO,Chunjin LIN,Ming ZHANG,Zhaofeng LI,Jian ZHANG,Yansheng WANG. Parameter design and effect evaluation of pile side splitting grouting insilty clay stratum [J]. Journal of Shandong University(Engineering Science), 2023, 53(6): 70-81.
[5] Xiuguang SONG,Xinming GUO,Fang YAN,Guoqiang LI,Yuan TIAN. Intelligent scheduling technology of highway emergency rescue vehicle [J]. Journal of Shandong University(Engineering Science), 2023, 53(4): 1-17.
[6] Pengning GUO,Wei LIU,Hao YUAN,Shuo FENG,Yangang WANG. Analysis of screw extrusion dehydration efficiency based on micro element discrete model [J]. Journal of Shandong University(Engineering Science), 2023, 53(1): 114-121.
[7] Yiming ZHANG,Yunpeng LI,Jing LI,Junyu CONG. Development of numerical calculation for coupled multi-field problems in cracked/porous media [J]. Journal of Shandong University(Engineering Science), 2022, 52(6): 63-78.
[8] Xuhao WANG,Qianqian LIU,Hucheng LI,cheng LI,Peng LI,Yifeng LING. Research and optimization of hollow form of precast concrete pavement slab [J]. Journal of Shandong University(Engineering Science), 2022, 52(4): 139-150.
[9] Weiqin ZHENG,Jie XU,Jie SUN,Ke WU. Mechanical characteristics of TBM tunnel segment in composite stratum [J]. Journal of Shandong University(Engineering Science), 2022, 52(4): 210-213.
[10] Li TIAN,Laiyi ZHANG,Yanming WANG,Juncai LIU. Research progress of building structure under typhoon [J]. Journal of Shandong University(Engineering Science), 2022, 52(1): 28-38.
[11] Yingxin LIU,Jian QIN,Yanjun LIU. The analysis of key parameters of hydraulic energy storage system of wave energy converter [J]. Journal of Shandong University(Engineering Science), 2021, 51(6): 1-8.
[12] TIAN Li,Wenzhe BI,Sarim Saleem SIDDIQUI,Kaiyue LIU. Review on structural resistance to downburst wind loads [J]. Journal of Shandong University(Engineering Science), 2021, 51(5): 32-41.
[13] LU Guangzhao, ZHOU Bo, XU Feng, SHANGGUAN Wei, WANG Gang, ZHANG Shubo. Stability analysis and construction mechanics of shallow buried bias tunnel openings [J]. Journal of Shandong University(Engineering Science), 2021, 51(4): 61-70.
[14] GONG Weiping, GUAN Hongjun, LI Hongwei, LIU Jieben, SHI Yuetao. Optimization of heating load distribution of combined unit based on EBSILON simulation software [J]. Journal of Shandong University(Engineering Science), 2021, 51(4): 77-83.
[15] WANG Chunguo. Optimization of ventilation system of TBM tunnel construction and evaluation of dust suppression effect [J]. Journal of Shandong University(Engineering Science), 2021, 51(3): 52-60.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] WANG Su-yu,<\sup>,AI Xing<\sup>,ZHAO Jun<\sup>,LI Zuo-li<\sup>,LIU Zeng-wen<\sup> . Milling force prediction model for highspeed end milling 3Cr2Mo steel[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 1 -5 .
[2] ZHANG Yong-hua,WANG An-ling,LIU Fu-ping . The reflected phase angle of low frequent inhomogeneous[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 22 -25 .
[3] LI Kan . Empolder and implement of the embedded weld control system[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 37 -41 .
[4] SHI Lai-shun,WAN Zhong-yi . Synthesis and performance evaluation of a novel betaine-type asphalt emulsifier[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 112 -115 .
[5] KONG Xiang-zhen,LIU Yan-jun,WANG Yong,ZHAO Xiu-hua . Compensation and simulation for the deadband of the pneumatic proportional valve[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 99 -102 .
[6] LAI Xiang . The global domain of attraction for a kind of MKdV equations[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 87 -92 .
[7] YU Jia yuan1, TIAN Jin ting1, ZHU Qiang zhong2. Computational intelligence and its application in psychology[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 1 -5 .
[8] CHEN Rui, LI Hongwei, TIAN Jing. The relationship between the number of magnetic poles and the bearing capacity of radial magnetic bearing[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2018, 48(2): 81 -85 .
[9] LI Ke,LIU Chang-chun,LI Tong-lei . Medical registration approach using improved maximization of mutual information[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 107 -110 .
[10] JI Tao,GAO Xu/sup>,SUN Tong-jing,XUE Yong-duan/sup>,XU Bing-yin/sup> . Characteristic analysis of fault generated traveling waves in 10 Kv automatic blocking and continuous power transmission lines[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 111 -116 .
Copyright 2018 © Editorial office of Journal of Shandong University (Engineering Science)
Supported by Beijing Magtech Co.Ltd