Research on Concrete Columns Seismic Performance of Super Early-Strength Composite Fibers after High Temperature

Chang Zheng Sun; Rui Xiao Wu; Hai Nan Zhao

doi:10.4028/www.scientific.net/AMM.580-583.2671

Paper Titles

Comparative Analysis of Wind Load for Transmission Tower between Chinese and American Codes
p.2654

Landslide Susceptibility Zonation Based on the Analytic Hierarchy Process and Information Method
p.2658

Modelling of the Human Behavior in Evacuation
p.2663

Numerical Simulation on Ghosting Fire in the Confined Underground Space
p.2667

Research on Concrete Columns Seismic Performance of Super Early-Strength Composite Fibers after High Temperature
p.2671

The Analysis of Hysteretic Behavior of Concrete Filled Double Skin Steel Tubular after Exposure to Fire
p.2675

The Construction of Emergency Logistics System Framework and Information Platform System
p.2679

Vulnerability Assessment of Truss Structure Based on Strain Energy and Damage Scenarios
p.2686

Deformation Monitoring and Prediction of a Reservoir Landslide in Sichuan Province, China
p.2694

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Research on Concrete Columns Seismic Performance...

Research on Concrete Columns Seismic Performance of Super Early-Strength Composite Fibers after High Temperature

Abstract:

Super early-strength composite fiber concrete has been widely used. Seismic Performance of super early-strength composite fiber concrete columns needs to be known after high temperature, quasi-static tests under different high temperatures are experimented. The experiment showed that: the downtrend of hysteretic curves and skeleton curves are consistent, but reductions for both hysteretic curves and skeleton curves are diverse after different duration.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

2671-2674

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.2671

Citation:

Cite this paper

Online since:

July 2014

Authors:

Chang Zheng Sun, Rui Xiao Wu*, Hai Nan Zhao

Keywords:

High Temperature, Hysteretic Curve, Quasi-Static, Seismic Performance, Skeleton Curve

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Qingwen Yang. Seismic behavior of reinforced concrete short columns after the fire[D]. Huaqiao university master's degree thesis, (2012).

Google Scholar

[2] National Standard of China. Design of concrete structures GB50011-2011[S]. Beijing: Building industry press of China, (2011).

Google Scholar

[3] Yu Zhang. Experimental Investigation on the seismic behaviors of seriously damaged reinforced concrete columns repaired [D]. Shenyang Jianzhu university master degree thesis, (2011).

Google Scholar

[4] Guofan Zhao. Reinforced concrete structures of higher School [M]. Press of machinery Industry, (2008).

Google Scholar

[5] Fengbin Li. Mechanical properties of concrete and frost resistance after fire[D]. Xi'an University of Architecture and Technology master's degree thesis, (2002).

Google Scholar

[6] Priestley MJN, Verma R, Xiao Y. Seismic shear strength of reinforced concrete columns [J]. Journal of Structural Engineering, ASCE, 1994, 120(8): 2310-2329.

DOI: 10.1061/(asce)0733-9445(1994)120:8(2310)

Google Scholar

[7] Boquan Liu. High axial compression ratio of high-strength concrete experimental study on seismic behavior of frame columns[J]. Journal of Civil Engineering, (2005).

DOI: 10.2991/iccet-15.2015.23

Google Scholar