DESIGN AND RESEARCH ON SPECIAL CONCENTRICALLY BRACED STEEL FRAME WITH PINNED CONNECTIONS

Zhang Wenyuan; Yu Haifeng; Zhang Yaochun; Sun Yusong

doi:10.13204/j.gyjz200907024

Volume 39 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 87-91

LI Xue, WU Jiuqi, GENG Fengjuan, GENG Aopeng, ZHANG Yushen. CALCULATIONS OF LONGITUDINAL DEFORMATION FOR RIVER-CROSSING SHIELD TUNNELS INDUCED BY SCOUR IN DEEP CHANNEL SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 6-10,38. doi: 10.13204/j.gyjzG20112306

Citation:

Zhang Wenyuan, Yu Haifeng, Zhang Yaochun, Sun Yusong. DESIGN AND RESEARCH ON SPECIAL CONCENTRICALLY BRACED STEEL FRAME WITH PINNED CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 87-91. doi: 10.13204/j.gyjz200907024

Citation:

PDF( 0 KB)

DESIGN AND RESEARCH ON SPECIAL CONCENTRICALLY BRACED STEEL FRAME WITH PINNED CONNECTIONS

doi: 10.13204/j.gyjz200907024

1.
1. Harbin Institute of Technology,Harbin 150090,China;
2.
2. Northeast Electric Power Design Institute,Changchun 130021,China

Received Date: 2008-12-20
Publish Date: 2009-07-20

Abstract

Abstract

Based on some comparisons between the advantages and disadvantages of the two structural systems and the shaking table tests had verified that the preliminary design has a good seismic performance,the special concentrically braced steel frame with pinned connections was selected for the main building of a large thermal power plant.Taking the detailed design of this structure as prototype,the numerical analysis had been conducted.The results show that,this structure is the one with torsion and vertical mass irregularity,but considering that no members yield or out-of-plane buckling under frequent earthquakes,the inter-storey drift angles are all less than the limit values of the GB 500112001 under frequent and rare earthquakes,the detailed design is reasonable and it is predicted that the structure can meet the requirements of no damage under frequent earthquake and no-collapse under rare earthquake.The results of the present study once again show that if the design is reasonable,the special concentrically braced steel frame with pinned connections has a good seismic performance in the seismic region with aseismic fortification of intensity 8 and the building height of such a structure can exceed the required limitation height of a 12-story civil building.At last,some suggestions on the seismic design method of connections are proposed.
- special concentrically braced steel frame with pinned connections,
- numerical simulation,
- a seismic performance,
- design of connection

FullText(HTML)

References(9)

References

[2] 张文元,于海丰,张耀春,等.大型火电厂钢结构主厂房铰接中心支撑框架体系的振动台试验及有限元模拟研究[J].建筑结构学报,2009,30(3):11-19;

黄奎生.大型火电厂主厂房钢支撑-框架结构抗震性能分析及试验研究[D].上海:同济大学,2005;

[3] 黄明超.铰接刚架支撑连接节点性能及其设计方法研究[D].哈尔滨:哈尔滨工业大学,2008;

[4] GB500112001建筑抗震设计规范[S];

[5] ANSI/AISC34105 Seismic Provisionsfor Structural Steel Buildings[S];

[6] Astaneh-Asl A.Seismic Behavior and Design of Gusset Plates forBraced Frames Steel Tips[J].Structural Steel Education Council,Moraga,CA:1998;

[7] Hibbitt,Karlsson,Sorensen.ABAQUS Standard Users Manual[M].Version 6.6;

[8] CECS 160∶2004建筑工程抗震性态设计通则(试用)[S];

[9] GB500172003钢结构设计规范[S].

Relative Articles

[1]	CHEN Jian, YANG Gongbiao, WANG Zhikui, XIAN Guijun, KONG Deao. Research and Applications of FRP in Large-Diameter Shield Tunnel Engineering[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 54-60. doi: 10.3724/j.gyjzG24032001
[2]	WANG Xiang, CHEN Fada, WU Xianguo, FENG Zongbao, CHEN Hongyu. Stability Evaluation of Working Faces of Shield Tunnels in Karst Based on Cloud Model and D-S Evidence Theory[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 65-72. doi: 10.13204/j.gyjzG22011206
[3]	LU Qingrui, JIN Xiuwei, LI Dongwei, CEHN Shijun, WANG Shuairu. Comparative Analysis on Ground Subsidence Above Entrances of Shield Tunnels by Horizontal Freezing[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 50-54,49. doi: 10.13204/j.gyjzG22070507
[4]	XUE Yong-jian, ZHU Xu-hui, WANG She-jiang, ZHANG Ya-yong, WU Feng, ZHAO Jin-hui. Construction Sequence Optimization of Overlap Shield Tunnel Beneath Water Supply Pipe in Close Distance[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 219-223,146. doi: 10.13204/j.gyjzG22062508
[5]	LI Xue, ZHANG Yushen, WANG Yangyang, GUO Qingfei, XIANG Qiao, GONG Zibang. Study on Interplay of Overlapping Shield Tunnelling in Sandy Pebble Strata and Its Control Measures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 10-16. doi: 10.13204/j.gyjzG21063015
[6]	LI Ting, JIANG Annan, ZHANG Fengrui, ZHONG Yue, XU Bo. Effects of Jointed Rock Masses on Stability of Shield Tunnels Under Tunnelling and Ground Loss Rates[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 29-37. doi: 10.13204/j.gyjzG21052114
[7]	Abdul Motalleb QAYTMAS, TIAN Yu, LU Dechun, DU Xiuli. INFLUENCE OF RELATIVE DENSITIES FOR SURROUNDING ROCKS ON STRATUM SUBSIDENCE DURING TUNNELLING[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 11-17. doi: 10.13204/j.gyjzG20072217
[8]	CHEN Zhengfa, ZHANG Jie, YAN Zhiguo, BIAN Minghui. STUDY OF WATER AND EARTH PRESSURE MODES ON SHIELD TUNNELS IN WATER-RICH DIORITE STRATA[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 25-30. doi: 10.13204/j.gyjzG21031806
[9]	TAO Yu, LIANG Weiqiao, FANG Wujun. RESEARCH ON THE STABILITY OF UNDERCROSSED SUBWAY SHIELD TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 66-70. doi: 10.13204/j.gyjz202004012
[11]	Li Chunlin. STUDY OF SHIELD CONSTRUCTION INFLUENCES ON MECHANICAL BEHAVIOR OF SOIL AROUND TUNNELING SHIELD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 93-97. doi: 10.13204/j.gyjz201312017
[12]	Shao Guoxin. THE DESIGN AND CONSTRUCTION OF FREEZING METHOD OF CONNECTED AISLE FOR THE METRO SHIELD TUNNELS IN NINGBO SOFT SOIL STRATUM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 148-152. doi: 10.13204/j.gyjz201311033
[13]	Liu Jifeng, Liu Bo, Zhang Huizhi. EXPERIMENTAL STUDY ON THE SHIELD TUNNELING-INDUCED SURFACE SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 91-98. doi: 10.13204/j.gyjz201103018
[14]	Zhao Honghua, Chen Guoxing. CALCULATION METHOD OF GROUND SURFACE DEFORMATION CONSIDERING INFLUENCES OF SHIELD TUNNEL DEPTH AND ROCK-SOIL CHARACTERISTICS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 60-64,42. doi: 10.13204/j.gyjz201012016
[15]	Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT LOAD TEST OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 79-83. doi: 10.13204/j.gyjz201004018
[16]	Zhou Haiying, Chen Tingguo, Li Lixin. STUDY ON JOINT BENDING STIFFNESS AND INFLUENCING FACTORS OF METRO SHIELD TUNNELING LINING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 59-61,122. doi: 10.13204/j.gyjz201007016
[17]	Wei Gang. STUDY ON CALCULATION FOR WIDTH PARAMETER OF SURFACE SETTLEMENT TROUGH INDUCED BY SHIELD TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 74-79. doi: 10.13204/j.gyjz200912019
[18]	Ma Baoguo, Luo Zhongtao, Wang Kai, Zou Dinghua, Wang Yingbin, Wang Xingang. THE MODEL OF CONCRETE DURABILITY FAILING WITH TIME-CALCULATION METHOD USED IN THE SERVICE-LIFE PREDICTION OF HILS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 82-84,74. doi: 10.13204/j.gyjz200811020
[19]	Qu Jili, Ge Xiurun. ANALYSIS OF CHARACTERISTICS OF SETTLEMENT TROUGH INDUCED BY SHIELD CONSTRUCTION IN SOFT SOIL AREA[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 42-46. doi: 10.13204/j.gyjz200501013