FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE

Peng Xiaotong; Shen Lili; Lin Chen

doi:10.13204/j.gyjz201006024

Volume 40 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 107-110

Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024

Citation:

Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024

Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024

Citation:

Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024

PDF( 0 KB)

FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE

doi: 10.13204/j.gyjz201006024

1.
1. University of Jinan,Jinan 250022,China;
2.
2. Shandong University of Art and Design,Jinan 250014,China

Received Date: 2009-12-20
Publish Date: 2010-06-20

Abstract

Abstract

The semi-rigid steel frame-reinforced concrete infill wall structure (SRCW) ，which combines advantages of a steel frame and a shear wall，is considered as a new type of aseismatic structure with a brilliant future. The FEM study on SRCW structure was localized on the linear elastic stage so far. In order to study seismic behavior and force distribution in the structural system of the SRCW，the basic process for non-linear FEM simulation was expatiated using the software ANSYS，and then the FEM model was validated by experimental data. Based on which the structural behavior was evaluated from four aspects: strength， stiffness， load distribution， ductility and energy dissipation. The analytical results indicate that the structure has ample lateral bearing capacity and high safety factor.The structure has good performances on ductility and energy dissipation. The steel framework undertakes 80%～100% of the whole overturning moment and the infill wall takes 80%～90% of overall lateral load. Finally，suggestions on aseismic design were presented.
- SRCW structure,
- aseismic behavior,
- FEM analysis,
- non-linear

FullText(HTML)

References(8)

References

彭晓彤，顾强，林晨. 混合钢框剪结构非线性有限元模拟及受力分析[J]. 西安建筑科技大学学报: 自然科学版，2009，41(5) : 631-636.

[2] Hasan R，Kishi N，Chen W F. A New Classification System for Beam-to-Column Connections [J]. Journal of Constructional Steel Research，1998，47: 119-140.

[3] Liew J Y R，White D W，Chen W F. Limit State Design of Semi-Rigid Frames Using Advanced Analysis: Part 1: Connection Modeling and Classification[J]. Journal of Constructional Steel Research，1993，26: 1-27.

[4] Liew J Y R，White D W，Chen W F. Limit State Design of Semi-Rigid Frames Using Advanced Analysis: Part 2: Connection Modeling and Classification[J]. Journal of Constructional Steel Research，1993，26: 29-57.

[5] 彭晓彤，顾强，林晨. 半刚性节点钢框架内填钢筋混凝土剪力墙结构试验研究[J]. 土木工程学报，2008，41(1) : 64-69.

[6] 江见鲸. 钢筋混凝土结构非线性有限元分析[M]. 西安:陕西科学技术出版社，1994:93-110.

[7] Tong Xiangdong， Hajjarb J F， Schultzb A E， et al. Cyclic Behavior of Steel Frame Structures with Composite Reinforced Concrete Infill Walls and Partially-Restrained Connections[J ].Journal of Constructional Steel Research，2005，61: 531-552.

[8] Negro P，Verzeletti G. Effect of Infills on the Global Behavior of R /C Frames: Energy Considerations from Pseudodynamic Tests [J]. Earthquake Engineering and Structural Dynamics，1996，25(8) : 753-773.

Relative Articles

[1]	XIA Xinhong, FANG Hui, SHU Xingping, ZOU Daijin, LI Peng, MAO Jianyu, ZHU Zheng, HE Yibin. Numerical Analysis of Semi-Rigid Beam-Column Connections in Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 138-145. doi: 10.3724/j.gyjzG23070607
[2]	ZHU Mingqiao, TAN Yiping, TAN Xiaopeng, DONG Jiarui, LIU Wanli. Seismic Performance Analysis of UHPC Composite Columns Confined by GFRP Tubes[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 211-219. doi: 10.3724/j.gyjzG23071011
[3]	WU Junlin, YANG Hui, GUO Zhengxing. Numerical Analysis of Seismic Performance of Local Post-Tensioned Prestressed Assembled Concrete Frame Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 29-34,28. doi: 10.13204/j.gyjzG22081301
[4]	ZHANG Xiaodong. Comparisons of Seismic Performances of Subway Stations Between Composite Structure and Reinforced-Concrete Structure Based on Daikai Station[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 139-146. doi: 10.13204/j.gyjzG22090514
[5]	ZHAO Zhiyuan, WANG Yan, ZHANG Haibin. Stduy on Mechanical Properties of Steel Frame Structures with Rotational Friction Damper[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 138-147. doi: 10.13204/j.gyjzG21072206
[6]	XIONG Qingqing, GUI Haiwei, ZHANG Wang, LI Ge. Finite Element Parametric Analysis of Seismic Performance of Wide-Flange L-Shaped CFST Composite Columns with Built-in PBL[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 7-16,173. doi: 10.13204/j.gyjzG22042402
[7]	WANG Weiyong, YANG Qibo, LIANG Zhanshuo, OU Ying, JIANG Xianchun. Seismic Response of the Joint Between Steel Truss Concrete Composite Shear Wall and Steel Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 39-48. doi: 10.13204/j.gyjzG22040401
[8]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[9]	ZHANG Ailin, SU Lei, CAO Zhiliang, PU Shuanghui, LIN Haipeng. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 59-65,89. doi: 10.13204/j.gyjzG21012710
[10]	Ban Liren, Liu Hang, Lan Chunguan. NON-LINEAR FINITE ELEMENT ANALYSIS OF UNREINFORCED BRICK WALLS RETROFITTED WITH POST-TENSIONED TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 168-172. doi: 10.13204/j.gyjz201504032
[11]	Wei Demin, Guo Lei, Zhang Haiyan. ANALYSIS OF INFLUENCE FACTORS ON SEISMIC PERFORMANCE OF REINFORCED CONCRETE STAIRS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 61-65,70. doi: 10.13204/j.gyjz201310014
[12]	Liao Yanfen, Qi Yaqing, Ma Xiaoqian. NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 31-37. doi: 10.13204/j.gyjz201107007
[13]	Xiong Xueyu, Li Yang, Wang Meihua. NON-LINEAR ANALYSIS OF PRESTRESSED STEEL-CONCRETE COMPOSITE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 34-38. doi: 10.13204/j.gyjz201112008
[14]	Zhang Jicheng, Shen Zuyan, Zhou Haijun. NONLINEAR FEM ANALYSIS OF SEISMIC BEHAVIOR OF L－SHAPED CONCRETE－FILLED STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 85-90. doi: 10.13204/j.gyjz201007022
[15]	Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017
[16]	Meng Shaoping, Wu Chang, Xiong Jun, Zhou Zhen. DISCUSSION ON THE NONLINEAR FINITE ELEMENT ANALYSIS OF PRESTRESSED CONCRETE COMPLEX STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 1-4. doi: 10.13204/j.gyjz200912001
[17]	Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003
[18]	Jiang Chaowen, Zhang Jiwen. NON-LINEAR ANALYSIS OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 40-44. doi: 10.13204/j.gyjz200911010
[19]	Du Dongshen, Li Aiqun, Shi Qiyin, Li Peibin, Lou Yu. SHAKING TABLE TEST AND FINITE ELEMENT ANALYSIS OF HIGH_RISE CONTROL TOWER OF AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 83-86. doi: 10.13204/j.gyjz200603022
[20]	Xiong Xueyu. REVIEW ON NONLINEAR ANALYTICAL TECHNIQUES FOR EXTERNALLY PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 54-56. doi: 10.13204/j.gyjz200407015