NONLINEAR DYNAMIC ELASTO-PLASTIC TIME HISTORY ANALYSIS OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS

Shu Xingping Liu Zelong Lu Beirong Yao Yao

doi:10.13204/j.gyjz201510001

Volume 45 Issue 10

Dec. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(10): 1-6

Shu Xingping Liu Zelong Lu Beirong Yao Yao, . NONLINEAR DYNAMIC ELASTO-PLASTIC TIME HISTORY ANALYSIS OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 1-6. doi: 10.13204/j.gyjz201510001

Citation:

Shu Xingping Liu Zelong Lu Beirong Yao Yao, . NONLINEAR DYNAMIC ELASTO-PLASTIC TIME HISTORY ANALYSIS OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 1-6. doi: 10.13204/j.gyjz201510001

Citation:

PDF( 0 KB)

NONLINEAR DYNAMIC ELASTO-PLASTIC TIME HISTORY ANALYSIS OF PREFABRICATED STEEL FRAME STRUCTURE WITH INCLINED SUPPORT JOINTS

doi: 10.13204/j.gyjz201510001

Shu Xingping Liu Zelong Lu Beirong Yao Yao,

Publish Date: 2015-10-20

Abstract

Abstract

The prefabricated steel structure is highly efficient in construction because of its industrial production and modular installation． The structure is different from the traditional steel frame and its dynamic behavior under earthquake needs． The elasto-plastic dynamic time history analysis was conducted for the prefabricated steel frame structure with and without inclined support joints under 7 degree earthquake． The results showed that the overall stiffness of structure increased greatly because of the inclined support joints and the deformation was reduced obviously under the 7 degree earthquake and the top maximum displacement of the structure was reduced by 56. 6% while the maximum interlayer displacement angle was reduced by 61. 3% under artificial waves，most of the plastic hinge appeared in the webs of the truss girder and the columns were in elastic stage．
- prefabricated,
- steel frame,
- elasto-plastic,
- dynamic time history analysis

FullText(HTML)

References(0)

References

Relative Articles

[1]	LIU Chengqing, XU Dibing, ZHANG Huaxin. Seismic Strengthening Design and Analysis of a Boiler Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 237-245. doi: 10.13204/j.gyjzG22050603
[2]	LIN Yan, LIU Yizheng, LIN Qingwei, ZHONG Chongting, SONG Jiankai. Experimental Research on Mechanical Properties of a New Prefabricated Concrete-Filled Composite Steel Box Caisson Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 201-206. doi: 10.13204/j.gyjzG21100401
[3]	MENG Jiao, ZHOU Zhongyu, NIE Xin, ZHUANG Liangdong. Design and Mechanical Property Analysis of Prefabricated Steel-Concrete Composite Structure for Electronic Chip Plants[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 62-68. doi: 10.13204/j.gyjzG23081701
[4]	DONG Jie, SUN Jinghua, TAO Chunchen. Mechanical Analysis on Anchor-Soil Interfaces and Pull-Out Tests of Anchorage[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 115-119. doi: 10.13204/j.gyjzG20122202
[5]	HAN Mingming, FU Yangqiang, WANG Yue. RESEARCH ON SEISMIC PERFORMANCE OF MULTI-STOREY FRAME STRUCTURE WITH MULTI-STOREY UNBRACED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 63-69. doi: 10.13204/j.gyjzG20011903
[6]	WANG Shuqi, TIAN Shizhu. SHAKING TABLE TEST AND DAMAGE ANALYSIS OF STEEL FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 74-78,86. doi: 10.13204/j.gyjzG20041904
[7]	JIA Ziwen, ZHENG Jiang, LI Cunliang, WANG Xisheng. CONSTRUCTION SIMULATION ON TEMPERATURE EFFECTS OF SUPER-LONG SUPER-WIDE SUPER-RIGID SEAMLESS MULTI-STORY STEEL FRAME WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 119-124. doi: 10.13204/j.gyjzG20091706
[8]	Wang Chequan, Shen Bo, Ma Kejian, Xie Chengji, Li Meng. DESIGN AND ANALYSES OF HYBRID-STRUCTURE BY REGULAR TRIANGULAR SPATIAL TRUSSES AND SINGLE-LAYER CYLINDRICAL RETICULATED SHELLS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 130-134. doi: 10.13204/j.gyjz201406028
[9]	Ni Zhen, Ma Jing, Liu Xuechun, Zhang Ailin. STUDY ON SEISMIC PERFORMANCE OF MODULAR PREFABRICATED STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 19-22.
[10]	Liu Xuechun, Xu Axin, Zhang Ailin, Ma Jing, Cao Ming, Hui Yi, Zhao Yue. THE STATIC PERFORMANCE ANALYSIS AND EXPERIMENTAL RESEARCH OF THE JOINT IN MODULAR PREFABRICATED HIGH-RISE STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 27-34.
[11]	Zhang Ailin, Hu Tingting, Liu Xuechun. THE CLASSIFICATION AND COMPARATIVE ANALYSIS OF THE MATCHING EXTERNAL WALL FOR THE PREFABRICATED STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 7-9.
[12]	Zhang Ailin, Ma Jing, Liu Xuechun. EXPERIMENT STUDIES ON BEARING CAPACITY OF PREFABRICATED STEEL FRAME WITH INCLINED BRACES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 10-13.
[13]	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
[14]	Luo Guifa, Zhang Lei, Tong Genshu. HYSTERETIC BEHAVIOR OF CHEVRON BRACE PAIRS WITH STRONG BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 128-133. doi: 10.13204/j.gyjz201302026
[15]	Xin Li, Wang Min, Zeng Fansheng, Liang Xingwen. MODAL PUSHOVER ANALYSIS IMPROVED BY CAPACITY-SPECTRUM THEORY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 51-56. doi: 10.13204/j.gyjz201101014
[16]	Han Jianqiang, Li Zhenbao, Song Jia, Liu Chunyang. STUDY ON SEISMIC PERFORMANCE OF PRECAST PRESTRESSED REINFORCED CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 47-50. doi: 10.13204/j.gyjz201005009
[17]	Zhou Nannan, Wang Lai, Wang Guobing, Yang Ning. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF SEMI-RIGID CONNECTION STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 112-115,85. doi: 10.13204/j.gyjz200903029
[18]	Cao Zheng-gang, Fan Feng, Shen Shi-zhao. ELASTO-PLASTIC STABILITY OF K8 SINGLE-LAYER LATTICED DOMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 69-72. doi: 10.13204/j.gyjz200704019
[19]	Zhou Jing, Cai Jian. ELASTOPLASTIC BEARING CAPACITY ANALYSIS FOR CONCRETE-FILLED STEEL TUBE T-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 87-90. doi: 10.13204/j.gyjz200605023
[20]	Jiang Shouchao, Li Guoqiang, Ye Qiling. THEORETICAL AND EXPERIMENTAL RESEARCH ON NONLINEAR BEHAVIOUR OF STEEL FRAMES SUBJECTED TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 66-69. doi: 10.13204/j.gyjz200408022

Supplements(0)

Cited By

Cited by

Periodical cited type(7)

1.	刘建飞，安毅，程欣，雷宏刚. 斜撑对方钢管柱-桁架梁节点抗震性能影响试验. 哈尔滨工业大学学报. 2024(10): 59-68 .
2.	曹远征，刘秀丽，卢扬. 不同节点形式钢框架受力性能研究进展. 建筑钢结构进展. 2022(02): 22-39 .
3.	刘学春，任旭，詹欣欣，张艳霞. 一种盒子式模块化装配式钢结构房屋梁柱节点受力性能分析. 工业建筑. 2018(05): 62-69 . 本站查看
4.	刘学春，商子轩，张冬洁，徐路，崔小雄，和心宁. 装配式多高层钢结构研究要点与现状分析. 工业建筑. 2018(05): 1-10 . 本站查看
5.	刘学春，和心宁，张爱林，王鹤翔，詹欣欣，徐路. 拉-弯-剪组合作用下法兰连接方钢管柱受力性能研究. 建筑结构学报. 2018(06): 69-80 .
6.	叶全喜，薛炳勇，朱林，孙晓勇，李世凯，王国青. 装配式高层钢结构体系研究综述. 河北水利电力学院学报. 2018(04): 13-18 .
7.	王振辉. 高层装配式斜支撑钢框架结构设计探讨. 江西建材. 2016(06): 36+38 .