ANALYSIS OF DYNAMIC BEHAVIOR OF SUSPEN-DOME STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION

Li Xiongyan; Wang Guoxin; Xue Suduo; Liu Yi; Ye Jihong

doi:10.13204/j.gyjz201508006

Volume 45 Issue 8

Nov. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(8): 30-36

Li Xiongyan, Wang Guoxin, Xue Suduo, Liu Yi, Ye Jihong. ANALYSIS OF DYNAMIC BEHAVIOR OF SUSPEN-DOME STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 30-36. doi: 10.13204/j.gyjz201508006

Citation:

Li Xiongyan, Wang Guoxin, Xue Suduo, Liu Yi, Ye Jihong. ANALYSIS OF DYNAMIC BEHAVIOR OF SUSPEN-DOME STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 30-36. doi: 10.13204/j.gyjz201508006

Citation:

PDF( 0 KB)

ANALYSIS OF DYNAMIC BEHAVIOR OF SUSPEN-DOME STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION

doi: 10.13204/j.gyjz201508006

Publish Date: 2015-08-20

Abstract

Abstract

Nowadays seismic response analysis for most of suspen-dome structures is assumed their foundations constrained by rigid boundary conditions． However，the soil around the foundation may be deformed when the soil excited by the earthquake wave． In order to clarify the real seismic performance of a suspen-dome structure under earthquake excitation，a soil-structure interaction ( SSI ) model of suspen dome structure with 92 m span was established，which was simulated by S-Ｒ model． The natural dynamic characteristics and seismic response of the structure were analyzed． The results showed that the nature frequency of the suspen-dome structure decreases significantly considering SSI． The maximum compressive stress of the members and the maximum displacement of the joints of the upper-shell of suspen-dome structure increased sharply while the maximum stress of struts，steel tie rods and cables decreased to some extent．
- suspen-dome,
- soil-structure interaction,
- S-R model,
- natural dynamic characteristics,
- seismic response

FullText(HTML)

References(0)

References

Relative Articles

[1]	DING Yonggang, ZHAO Yadi, XU Qikeng, LIU Qiang, SONG Hongling. Research on Whiplash Effect of the Building Above the Top of Group Silos Considering Different Storage Conditions[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 166-175. doi: 10.3724/j.gyjzG24022914
[2]	YANG Dafeng, SUN Song, CHEN Feng, LIN Kangli, SHU Qianjin, CAO Cong. Research on the Influence of Coupling Effect Between Steel Valve Hall Structure and Equipment on the Seismic Response of 800 kV Wall Bushing[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 99-107. doi: 10.3724/j.gyjzG23112115
[3]	LIU Mingliang, JIAO Yongkang, HAI Ran, LI Jiming, HUI Cun, ZHOU Chunjuan, YANG Pan. Static and Dynamic Response Analysis of Long-Span Concrete Girder with Chord Support[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 146-151,78. doi: 10.13204/j.gyjzG22060106
[4]	WANG Changshan, ZHANG Zhiqian, WANG Yongfeng, LI Xiongyan, ZHANG Jing, GENG Yan. Seismic Response of Large-Scale Heat Energy Storage Tank Considering Its Thermo-Mechanical Coupling Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 93-99. doi: 10.13204/j.gyjzG20121408
[5]	MENG Dong, HUANG Hui, LI Qiurong, DENG Chuanli, WANG Yuan. Numerical Analysis of Seismic Performance of Tibetan Stone-Wood Dwellings[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 163-168. doi: 10.13204/j.gyjzG20110703
[6]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[7]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[8]	YANG Ke, ZHANG Wenhan, HUANG Yi. INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 211-216,162. doi: 10.13204/j.gyjzg20111403
[9]	Zhuang Peng, Xue Suduo, Han Miao. SEISMIC ISOLATION ANALYSIS OF SMA SPRING-FRICTION BEARINGS IN DOUBLE LAYER SPHERICAL LATTICE SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 43-49. doi: 10.13204/j.gyjz201501008
[10]	Liu Yi, Li Xiongyan, Wang Guoxin, Xue Suduo. SIMPLIFIED ANALYSIS METHOD OF A LATTICED SHELL CONSIDERING PILE-SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 36-42. doi: 10.13204/j.gyjz201501007
[11]	He Guofu, Jiang Yanning, Yang Qing, Jin Wei. STRUCTURE DYNAMIC RESPONSE ANALYSIS OF TALL FRAMED TOWEＲ FOR PETRO-CHEMICAL PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 70-75. doi: 10.13204/j.gyjz201505016
[12]	Shen Wangxia, Li Zhongcheng. ANALYSIS OF SEISMIC FLOOR RESPONSE SPECTRA OF ELASTOPLASTIC RC STRUCTURES OF EXISTING NUCLEAR POWER STATIONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 61-64. doi: 10.13204/j.gyjz201405015
[13]	Xu Qingyang, Li Aiqun, Ding Youliang, Shen Shungao, Hu Canyang. STUDY ON VERTICAL SEISMIC RESPONSE PASSIVE CONTROL OF LONG-SPAN MAINTENANCE HANGAR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 110-116. doi: 10.13204/j.gyjz201311025
[14]	Weng Guangyuan, Wang Sheliang. VERTICAL SEISMIC RESPONSE ANALYSIS OF LONG-SPAN SPHERICAL SHELL STRUCTURE SUBJECT TO INCONSISTENT EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 91-95. doi: 10.13204/j.gyjz201108022
[15]	Qu Xiushu, Chen Zhihua, Qiao Wentao. ANALYSIS OF BASIC CHARACTERISTICS OF CABLE SUPPORTED CONCRETE SANDWICH BOARD WITH WIRE MESH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 30-34. doi: 10.13204/j.gyjz201008008
[16]	Zhang Ailin, Zhang Cuicui. THE RESEARCH ON SIMULATION OF WIND SPEED TIME-HISTORY OF LONG SPAN SUSPENDED DOME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 93-96. doi: 10.13204/j.gyjz200811023
[17]	Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[18]	Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
[19]	Wang Mingping, Sun Fang, Gao Litang, Jing Chao, Teng Kai, Gen Shujiang. STUDY OF EARTHQUAKE ACTION AND TESTS OF MULTI-SILO SUPPORTED BY CYLINDER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 29-32,8. doi: 10.13204/j.gyjz200510010
[20]	Deng Jiming, Jiang Jianqun, Mao Genhai. NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 1-5,55. doi: 10.13204/j.gyjz200410001