SEISMIC RESPONSE AND STORY-DRIFT OF REINFORCED CONCRETE FRAME WITH ECCENTRIC STEEL BRACE

Shi Jianguang; Ye Zhiming

doi:10.13204/j.gyjz200801027

Volume 38 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(1): 106-109

ZHAO Yanru, SHI Lei, BAI Jianwen, WANG Zhihui. Experimental Research on Mechanical Properties of Concrete After Carbonization at High Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 139-143. doi: 10.13204/j.gyjzG20090301

Citation:

Shi Jianguang, Ye Zhiming. SEISMIC RESPONSE AND STORY-DRIFT OF REINFORCED CONCRETE FRAME WITH ECCENTRIC STEEL BRACE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 106-109. doi: 10.13204/j.gyjz200801027

Citation:

Shi Jianguang, Ye Zhiming. SEISMIC RESPONSE AND STORY-DRIFT OF REINFORCED CONCRETE FRAME WITH ECCENTRIC STEEL BRACE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 106-109. doi: 10.13204/j.gyjz200801027

PDF( 0 KB)

SEISMIC RESPONSE AND STORY-DRIFT OF REINFORCED CONCRETE FRAME WITH ECCENTRIC STEEL BRACE

doi: 10.13204/j.gyjz200801027

Shi Jianguang¹,
Ye Zhiming²

1.
1. Department of Civil Engineering,Xiamen University,Xiamen 361005;
2.
2. Department of Civil Engineering,Shanghai University,Shanghai 200036

Received Date: 2005-12-07
Publish Date: 2008-01-20

Abstract

Abstract

Depending on the experiment results analysis of the reinforced concrete frame eccentrically braced with steel (EBF structure) and drift limit comparison of performance-based design and three-stage seismic design, the deflection and behavior of EBF structure under seismic motion is discussed. From the point of three-stage principle of seismic design and performance-based design, the story-drift limit of EBF structure should be more strict than the pure frame. Because of the action of steel brace, the shear force of column in EBF structure is reduced and lateral stiffness of EBF structure is increased. The rupture of column and larger lateral deformation are avoided. It is also found that maximum deformation, acceleration, velocity and column shear of the EBF structure are obviously decreased comparing with the pure frame. The K-type brace is advantageous for the earthquake resistance.
- reinforced concrete frame,
- eccentric steel brace,
- deflection,
- aseismic behavior

FullText(HTML)

References(12)

References

黄南冀, 张锡云, 姜萝香, 等. 日本阪神大地震建筑震害分析与加固技术. 北京: 地震出版社, 2000

[2] Kawamata, Shigeya, Ohnuma, et al. Strengthening Effect of Eccentric Steel Braces to Existing Reinforced Concrete FramesMProceedings of the 2nd Seminar on Repair and Retrofit of Structures. Sendi and Tsukuba:1981: 120-125

[3] Bouadi A, Engelhardt M D, Jirsa J O, et al. Use of Eccentric Steel Bracing for Strengthening of RPC FramesMProceedings of the Symposium on Structural Engineering in Natural Hazards Mitigat ion. Irvine, CA,USA: 1993: 34-41

[4] Shunasuke Otani. Lessons Learned from Past EarthquakesMProceedings of Fourth Turkish National Conf erence on Earthquake Engineering.Ankara, Turkey: 1997: 67-72

[5] 石建光. 有支撑组合框架结构体系的性能分析研究(EBRCF) M结构工程与振动研究报告集. 北京: 清华大学出版社, 2003: 28-34

[6] Ahmed Ghobarah. Performance-Based Design in Earthquake Engineering: State of Development. Engineering Structures, 2001(23) :878-884

[7] 毋剑平, 白雪霜, 孙建华. 不同设计使用年限下地震作用的确定方法. 工程抗震, 2003(2) : 36-39

[8] Lu Yong, Hao Hong, Arydis P G, et al. Seismic Performance of RC Frames Designed for Three Different Ductility Levels.Engineering Structures, 2001(23) : 537-547

[9] Minoru Wakabayashi. Design of Earthquake-Resistant Building. New York:McCraw-Hill Book Company, 1986

[10] GB 50011-2001 建筑抗震设计规范

[11] CRC Research Institut e. DYNA2E V612. 1999

[12] 冯世平. 钢筋混凝土屈服后性能研究: [博士学位论文]. 北京:清华大学, 1985

Relative Articles

[1]	QIN Sizhong, ZHENG Zhe, GU Yi, LU Xinzheng. Exploring and Discussion on the Application of Large Language Models in Construction Engineering[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 162-169. doi: 10.13204/j.gyjzG23081006
[4]	Yang Jianxin, Yang Jianping, Zhou Chenghua. APPLICATION OF FUZZY MATHEMATICS AND METHOD OF APH IN SAFETY MANAGEMENT OF BLAST FURNACE SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 108-111. doi: 10.13204/j.gyjz200906026
[5]	Shi Yongjiu, Wu Lili, Wang Yuanqing, Ken Yluo, Xu Yue. FLEXIBLE-SUPPORTED SYSTEM OF SINGLE-LAYER CABLE MESH FOR POI NT-SUPPORTED GLASS CLADDING AND ITS ENGINEERING APPLICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 1-5,43. doi: 10.13204/j.gyjz200502001
[6]	Wang Yuanqing, . THE ENGINEERING APPLICATION AND DESIGN ANALYSIS OF LOAD BEARING GLASS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 6-10. doi: 10.13204/j.gyjz200502002
[7]	Rao Pingshan. EXPLORATION OF DECORATIVE ART OF ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 97-98. doi: 10.13204/j.gyjz200410029