Abstract：In order to study the seismic response in frequency domain and failure mechanism of masonry pagodas with solid structure excited by earthquake, the shake table test was done to the model scaled in 1/8 for Xuanzang Pagoda in Xingjiao Temple. The failure characters of the structure were observed. The responses for acceleration and displacement were test and the variation characteristics of the vibration frequency was analyzed. The response curves in frequency domain for accelerations and displacements excited by El-Centro wave were compared to those by Tianjin wave unidirectional . The basic laws were analyzed to the responses in frequency domain and factors to masonry pagodas excited by earthquake. As results, the cracks were appeared in the structure model along horizontal and oblique form 1st floor to 3rd floor excited by earthquake wave. And the vibration frequency of masonry pagodas was lessened after the seismic damages generated in the structure. The peak value distribution of seismic response in frequency domain and the corresponding frequency were related to the dynamic characters of structure, the spectrum characters of seismic wave. Therefore, the seismic response in frequency domain of masonry pagodas are closely related to damage of the structure.
卢俊龙，李晓蕾，崔晓玲，田 洁. 实心结构古塔模型频域地震响应试验研究[J]. 振动与冲击, 2019, 38(9): 238-245.
LU Junlong, LI Xiaolei, Cui Xiaoling,TIAN Jie. Tests for frequency domain seismic responses of masonry pagoda with solid structure. JOURNAL OF VIBRATION AND SHOCK, 2019, 38(9): 238-245.
[1] 李德虎,何江.砖石古塔动力特性的试验研究[J].工程抗震,1990,12（3）：34-36.
LI Dehu, HE Jiang. Test study on the dynamic behaviors of masonry pagodas[J]. Earthquake Resistant Engineering, 1990, 12(3):34-36.
[2] 李德虎,魏琏.砖石古塔的历史震害与抗震机制[J].建筑科学,1990,6（1）:13-18.
LI Dehu,WEI Lian. The Study on Seismic Properties of Chinese Ancient Masonry Pagodas [J]. Building Science,1990,6(1):13-18.
[3] 文立华,王尚文.一种建立古旧建筑物动力分析模型的方法[J].建筑结构,1998,28（5）：52-55.
WEN Lihua, WANG Shangwen. A method to found the model for dynamical analysis of ancient buildings. Building Structure[J]. 1998,28(5):52-55.
[4] 袁建力,李胜才,陆启玉,等.砖石古塔动力特性建模方法的研究[J].工程抗震,1998,20（1）：22-25.
YUAN Jianli, LI Shengcai, LU Qiyu, et al, Research on method to modeling for dynamic behaviors of masonry pagodas[J]. Earthquake Resistant Engineering, 1998, 20(1):22-25.
[5] 袁建力.砖石古塔震害程度与烈度的对应关系研究[J].地震工程与工程振动,2013,33（2）：164-167.
YUAN Jianli. Study on corresponding relation between seismic intensity and damage degree of ancient masonry pagodas [J]. Journal of Earthquake Engineering and Engineering Vibration, 2013,33（2）：164-167
[6] 李胜才,赵有军,D’Ayala Dina,等. 砖石古塔地震损伤演化的数值模拟[J].扬州大学学报,2014,17（4）：60-63.
LI Shengcai,ZHAO Youjun,D’AYALA Dina,et al. Numerical simulation on the seismic damage evolution of masonry ancient pagodas[J] ,Journal of Yangzhou University, 2014,17（4）：60-63.
[7] 陈平,赵冬,姚谦峰.西安大雁塔抗震能力探讨[J].建筑结构学报,1999,20（1）：46-49.
CHEN Ping, ZHAO Dong, YAO Qianfeng. A study on the aseismic behavior of Xi'an Dayan Tower[J]. Journal of Building Structure, 1999,20（1）：46-49.
[8] 陈平,赵冬,姚谦峰.西安小雁塔抗震能力探讨[J].西安建筑科技大学学报(自然科学版),1999,31（2）：149-151.
CHEN Ping, ZHAO Dong, YAO Qianfeng. An exploration of the aseismic behavior of Xi'an Dayan Tower[J]. Journal of Xi'an University of Architecture and Technology, 1999,31（2）：149-151.
[9] 林建生,林子健,陈俊峰. 历史大震与泉州古建筑塔寺桥类的结构抗震[J]. 世界地震工程,2005,21（2）：159-166.
LIN Jiansheng,LIN Zijian,CHEN Junfeng. The ancient great earthquake and earthquake-resistance of the ancient buildings (towers, temple, bridges) in Quanzhou city[J]. World Earthquake Engineering,2005,21(2):159-166.
[10] 岳建伟,彭燕伟.唐代惠明寺塔的动力特性研究[J].华中科技大学学报(城市科学版),2008,25（4）：107-110.
YUE Jianwei,PENG Yanwei. Dynamical Characteristic of Huiming Temple Tower in Tang Dynasty[J]. Journal of Huazhong University of Science And Technology.Urban Science,2008,25（4）：107-110.
[11] 张文芳,田洲,李叶,等. 晋祠舍利生生塔砖结构的地震破坏形态研究[J].工程抗震与加固改造,2011,33（3）：7-12.
ZHANG Wenfang, TIAN Zhou, Li Ye, et al. Research on Earthquake Failure Configuration of the Shelishengsheng Pagoda Brick Structure in Jinci Temple[J].Earthquake Resistant Engineering and Retrofitting, 2011,33（3）：7-12.
[12] JAE Kwan, KIM,Hyeuk Ryu. Seismic Test of a Full-scale Model of a Five-storey Stone Pagoda[J]. Earthquake Engineering and Structural Dynamics,2003,32（5）：731-750.
[13] 赵祥,王社良,周福霖,等.基于SMA阻尼器的古塔模型结构振动台试验研究[J].振动与冲击,2011,30（11）：219-223.
ZHAO Xiang,WANG Sheliang,ZHOU Fulin, et al. Shaking table tests for ancient pagoda model structure based on shape memory alloy actuating devices[J]. Journal of Vibration and Shock,2011,30(11)：219-223.
[14] 黄襄云,王凤华.安装新型形状记忆合金阻尼器的古塔结构地震反应有限元分析[J].振动与冲击,2012,31（20）：38-45.
HUANG Xiangyun, WANG Fenghua. Finite element analysis for seismic response of an ancient pagoda with installed SMA damper [J]. 2012,31（20）:38-45.
[15] 王社良,刘伟,杨涛.西安小雁塔结构振动控制试验研究[J]. 振动与冲击,2017,36（16）：113-121.
WANG Sheliang, LIU Wei, YANG Tao. Experimental study on vibration control of Xiaoyan pagoda in Xi'an[J]. Journal of Vibration and Shock, 2017, 36(16): 113-121.
[16] 卢俊龙,刘伯权,张 荫,等. 某砖石古塔-地基相互作用系统地震反应分析[J].工业建筑,2012,42（6）：102-105,147.
LU Junlong, LIU Boquan, Zhang Yin, et al. Seismic response analysis of interaction system of masonry pagoda and subsoil[J]. Industrial Construction, 2012, 42(6):102-105,147.
[17] 袁建力. 砖石古塔基本周期的简化计算方法[J]. 地震工程与工程振动,2015,35（2）：151-156.
YUAN Jianli. A simplified method for calculating the fundamental period of ancient masonry pagodas[J]. Journal of Earthquake Engineering and Engineering Vibration,2015,35（2）：151-156.
