Test Research on Seismic Performance of Beam

Hai Tao Wan; Yu Qing Yuan

doi:10.4028/www.scientific.net/AMR.594-597.1680

Paper Titles

Difference Analysis of Loess Seismic Subsidence between In Situ Experiment and Laboratory Test
p.1652

The Effect of Site Condition on Ground Motion in Gansu Province during the Wenchun Ms8.0 Earthquake
p.1658

Effects of Overburden Thickness and Slope Grade of Loess Sites on the Amplification of Peak Acceleration
p.1668

Experimental Study on Seismic of High-Strength Spiral Stirrups Prefabricated Column Encased by Steel Plate Hoop and Bolt Reinforcement
p.1675

Test Research on Seismic Performance of Beam
p.1680

Research on Performance-Based Design Theory
p.1684

Identification Methods of Important Parameters for Near-Fault Pulse-Type Ground Motions
p.1688

Forecasting Seismic Damage in Frame-Shear Wall Structure Based on Fuzzy Neural Network
p.1692

Effect of Ridge Topography on Earthquake Ground Motion
p.1696

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Test Research on Seismic Performance of Beam

Test Research on Seismic Performance of Beam

Abstract:

Reinforced concrete ( RC) frame structure is one type of building structure which is widely used in China. Damage of some reinforced concrete frame structures under the earthquake is caused by the damage of RC beams, So RC beams are an essential seismic members. The paper introduces the design of RC beam specimen, mechanical properties of materials, production of RC beam specimen, test method, loading device, loading system, the contents of measurement and data acquisition in detail. From the above analysis, it is obvious that the test is the most effective means of studying the seismic performance of beam.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1680-1683

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1680

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Online since:

November 2012

Authors:

Hai Tao Wan*, Yu Qing Yuan

Keywords:

Reinforced Concrete (RC) Beam, Seismic Performance of Beam, Test

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* - Corresponding Author

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