Study on Destructive Modes of RC Frame Columns in Wenchuan Earthquake

Cheng Qing Liu; Wei Xing Shi; Shi Chun Zhao; Yi Pan

doi:10.4028/www.scientific.net/AMR.250-253.1597

Paper Titles

Experiment Study of the Uplift Mechanism of Disk Piles
p.1578

Experimental Research on Relationship of Load and Displacement of Universal Testing Machine
p.1582

Experimental Study on Compressive Bearing Capacity of Disk Pile under the Influence of Horizontal Load
p.1588

Study on the Relationship between Stress-Deformation and Space-Time in Hejiagou Tunnel Construction
p.1592

Study on Destructive Modes of RC Frame Columns in Wenchuan Earthquake
p.1597

The Statistical Laws of Surficial Deformation of Loess Ground during Dynamic Compaction
p.1602

Experimental Study on the Torsional Behavior of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses Subjected to the Combined Action of Multi-Directional Stresses
p.1612

Evaluation on Effects of Strengthening High Gravity Abutment Using Carbon Fiber Sheet
p.1618

The Structure Selection Analysis on the Support Tower of H-Type Vertical Axis Wind Turbine
p.1622

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Study on Destructive Modes of RC Frame Columns in...

Study on Destructive Modes of RC Frame Columns in Wenchuan Earthquake

Abstract:

Typical earthquake damages of Reinforced concrete columns in the Wenchuan earthquake are introduced, and the damage characteristics of concrete columns are described, then several typical destructive modes of Reinforced concrete columns are summarized. Further, various reasons of destructive modes are analyzed. Final, some practical advices are proposed to reduce the damages of reinforced concrete columns.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

1597-1601

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.1597

Citation:

Cite this paper

Online since:

May 2011

Authors:

Cheng Qing Liu, Wei Xing Shi, Shi Chun Zhao, Yi Pan

Keywords:

Column, Damage, Destructive Mode, RC Frame Structure, Reinforced Concrete (RC), Wenchuan Earthquake

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Xin Zhang, XiangDon Xu. A Report on the Damages of RC Frame Structures In Great Wenchuan Earthquake. Journal of Shandong Jianzhu University. Vol. 23 (2008), pp.547-550.In Chinese.

Google Scholar

[2] J.G. Teng, J.F. Chen, S.T. Smith, L.Lam. FRP Strengthened RC Structures. John Wiley & Sons,Ltd. (2002). In Press.

Google Scholar

[3] ZhiGuo Sun, DongSheng Wang, HongNan Li, Damage Investigation of Rc Frames in Wenchuan Earthquake and Suggestions for Post-Earthquake Rehabilitation. Journal of natural disasters. Vol. 19 (2010), pp.114-121. In Chinese.

Google Scholar

[4] LinSheng Huo,　 HongNan Li,　 ShiYun Xiao,　 Dong-Sheng Wang. Earthquake Damage Investigation and Analysis of Reinforced Concrete Frame Structures in Wenchuan Earthquake. Journal of Dalian University of Technology. Vol. 49 (2009), pp.718-722. In Chinese.

Google Scholar

[5] Lieping Ye; Zhe Qu; Qianli Ma; Xuchuan Lin; Xinzheng Lu; Peng Pan. Study on Ensuring the Strong Column-Weak Beam Mechanism for RC Frames Based on the Damage Analysis in the Wenchuan Earthquake. Building Structure.Vol. 38 (2008), pp.52-59. In Chinese.

Google Scholar

[6] Xuan Wang,　 Bixiong Li,　 Zhe Wang,　 Yongliang Xue. Reflect on the Seismic Property of the R.C. Frame With Infill Walls During Wenchuan Earthquake. Industrial Construction. Vol. 39 (2009), pp.25-29. In Chinese.

Google Scholar

[7] Lieping Ye; Xinzheng Lu; Shichun Zhao; Yi Li. Seismic Collapse Resistance of Rc Frame Structures——Case Studies on Seismic Damages of Several Rc Frame Structures under Extreme Ground Motion in Wenchuan Earthquake. , Journal of Building Structures. Vol. 30 (2009), pp.67-76. In Chinese.

DOI: 10.17760/d20211744

Google Scholar