STUDY ON AN INNOVATION TENSILE-RESISTANT DEVICE FOR LAMINATED RUBBER BEARING

Su Jian; Wenliuhan.Heisha; Zhou Fulin

doi:10.13204/j.gyjz201012012

Volume 40 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 43-46,54

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Su Jian, Wenliuhan.Heisha, Zhou Fulin. STUDY ON AN INNOVATION TENSILE-RESISTANT DEVICE FOR LAMINATED RUBBER BEARING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 43-46,54. doi: 10.13204/j.gyjz201012012

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

PDF( 0 KB)

STUDY ON AN INNOVATION TENSILE-RESISTANT DEVICE FOR LAMINATED RUBBER BEARING

doi: 10.13204/j.gyjz201012012

1.
1. College of Civil Engineering,Hunan University,Changsha 410082,China;
2.
2. Earthquake Engineering Research and Testing Center,Guangzhou University,Guangzhou 510405,China

Received Date: 2010-04-02
Publish Date: 2010-12-20

Abstract

Abstract

Base isolation is restricted on large aspect ratio structure due to the fact that the tensile ability of the laminated rubber bearing is poor.An innovation tensile-resistant device for laminated rubber bearing(TRDLRB) is proposed by way of taking advantage of compressive ability to resist the tensile force.Nonlinear dynamic analysis of an isolated high-rise building under severe earthquake loading is performed in this paper to study the effects of the TRDLRB.The analysis results show that,the TRDLRB is feasible because of the simple in both design and manufacture,and the vertical displacement of the isolation layer is reduced despite the tensile force caused by superstructure using TRDLRB.The study also shows that the dynamic response of the isolated high-rise building is reduced remarkably and the tensile ability of the isolation layer is improved significantly.
- laminated rubber bearing,
- tensile-resistant device,
- isolated building

FullText(HTML)

References(8)

References

[2] 苏键,温留汉黑沙,周福霖.高层隔震建筑性能分析[J].建筑结构,2009,39(11):40-42.

周福霖,杨铮,周云.我国结构减震控制的研究应用与发展[C]∥ 第七届全国地震工程学术会议论文集.北京:地震出版社,2006:3-14.

[3] 高岡栄治,飯塚真巨,二村有則.引張軸力下における積層ゴムの力学特性に関する研究[J].鹿岛技术研究所年报,2000-09-30(48) .

[4] GB 500112001 建筑抗震设计规范[S].

[5] CECS 126∶ 2001 叠层橡胶支座隔震设计规程[S].

[6] 祁皑,林云腾.添加钢筋提高隔震结构高宽比限值的研究[J].地震工程与工程振动,2005,25(1):120-125.

[7] 程华群,刘伟庆,王曙光.高层隔震建筑设计中隔震支座受拉问题分析[J].地震工程与工程振动,2007,27(4）:161 －166.

[8] 日本建筑学会.隔震结构设计[M].北京: 地震出版社,2006:30-36.

Relative Articles

[1]	ZHAO Qiu, CHEN Peng, LIN Zhiping, ZHANG Junchao. A Calculation Method of Overall Stability for Flat Plate Stiffened Panels Under Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 138-146. doi: 10.3724/j.gyjzG22020911
[2]	PENG Daibin, LIU Zhanke. Research on Critical Moment of Lateral Restrained Beams Under End Moments[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 144-150. doi: 10.13204/j.gyjzG20082506
[3]	WANG Yuwei, GUO Yanlin, WANG Mengzheng. RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 181-188. doi: 10.13204/j.gyjzG21052612
[4]	Sun Defa. ANALYSIS OF EFFECTIVE SECTION OF COLD-FORMED THIN-WALL LIPPED CHANNEL PURLINS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 131-135. doi: 10.13204/j.gyjz201502027
[5]	Du Huilin, Tong Genshu, Song Changyong, Zhang Lei. TORSIONAL RESTRAINTS OF CORRUGATED SHEETING TO PURLIN THROUGH SLIPPABLE CLIPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 34-41. doi: 10.13204/j.gyjz201304007
[6]	Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF C-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 12-20. doi: 10.13204/j.gyjz201312002
[7]	Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF Z-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 1-11. doi: 10.13204/j.gyjz201312001
[8]	Wu Qiang, Tong Genshu, Zhang Lei. ANALYSIS OF TWISTING ABOUT UPPER FLANGE OF C-SECTION PURLIN WITH TWO SAG RODS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 21-25. doi: 10.13204/j.gyjz201312003
[9]	Yan Xiaoxiao, Zhang Lei, Tong Genshu. STABILITY OF DOUBLY SYMMETRIC I-SECTIONAL CANTILEVERS WITH DIFFERENT BOUNDARY CONDITIONS AT TIP[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 13-18. doi: 10.13204/j.gyjz201304003
[10]	Tong Genshu. EFFICIENCY OF SAG RODS AS LATERAL SUPPORTS FOR STABILITY OF PURLINS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 52-56,65. doi: 10.13204/j.gyjz201312008
[11]	Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF C-PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 34-37,11. doi: 10.13204/j.gyjz201312005
[12]	Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001
[13]	Song Guang, Song Erxiang, Liu Jianguo. RELATIONSHIP BETWEEN GLOBAL STABILITY AND LOCAL STABILITY ANALYSIS OF SOIL NAILING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 46-52. doi: 10.13204/j.gyjz201212011
[14]	Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. EFFECT OF INITIAL IMPERFECTIONS ON OVERALL BUCKLING BEHAVIOR OF HIGH STRENGTH STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 37-45,50. doi: 10.13204/j.gyjz201201007
[15]	Tong Genshu, Wu Qiang. NOTIONAL LOAD ON BOTTOM FLANGE IN STRENGTH CALCULATION OF Z- SHAPED CROSS SECTION PURLIN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 136-142. doi: 10.13204/j.gyjz201204028
[16]	Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
[17]	Nie Shaofeng, Wang Wenke, Zhou Tianhua, He Baokang. STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH COLD-FORMED STEEL CONTINUOUS HAT SECTION PURLIN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 92-94,91. doi: 10.13204/j.gyjz200907025
[18]	Wang Xintang, Ji Yao, Wang Jianping. COMPUTATION OF BUCKLING LOAD OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 82-86. doi: 10.13204/j.gyjz200804021
[19]	Zhang Ailin, Liu Xuechun, Ge Jiaqi, Zhang Baoqin, Zhang Xiaofeng. STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 8-11,46. doi: 10.13204/j.gyjz200701003
[20]	Zhang Yang, Zhang Yaochun. IN-PLANE GLOBAL STABILITY OF SPACE LATTICE TILTED COLUMN FRAME OF TRIANGLE SECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 71-74. doi: 10.13204/j.gyjz200503025