The Seismic Performance Analysis of the Abnormal Joints Core Area of the Reinforced Concrete Frame Variable Beam Shaped

Shu Dian Yao; Fu Ma

doi:10.4028/www.scientific.net/AMR.1008-1009.1326

Paper Titles

The Energy-Saving and Land-Saving Utilization on Solar Radiation of Mountain Traditional Dwellings in East Shanxi — Take Hedi Town and Sandu Village as Examples
p.1306

The Engineering Examples of Sustainable Architecture
p.1310

The Innovation and Development about Spatial Form of Traditional Cave Dwellings in the Northwest
p.1316

The Life-Cycle Energy Consumption Distribution of Buildings in China
p.1320

The Seismic Performance Analysis of the Abnormal Joints Core Area of the Reinforced Concrete Frame Variable Beam Shaped
p.1326

Analysis of a New Flexible Hinged Frame Anchoring System
p.1330

Field Tests of 4 Types of Cool Roof System to Reduce Cooling Load
p.1336

The Analysis of Annual Dynamic Effective Daylighting on High-Rise Office Building in Jinan
p.1343

Optimization of Pass Design of Bidirectional Thermal-Insulation Bricks
p.1348

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1008-1009The Seismic Performance Analysis of the Abnormal...

The Seismic Performance Analysis of the Abnormal Joints Core Area of the Reinforced Concrete Frame Variable Beam Shaped

Abstract:

The finite element analysis software-ANYSIS is used to calculate and analyze the deformation and mechanical performance of the abnormal joints core zone of variable beam shaped (reinforced concrete beam) under the positive and negative symmetric loads (simulate earthquake loads) . With the method of control variables, multiple finite element analysis models are set up and the focus is to explore the crack development, stress distribution and failure pattern in different stages. The compared conclusion shows that the shear failure of small joint core is the key to the whole joints core area for variable beam shaped.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1008-1009)

Pages:

1326-1329

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1008-1009.1326

Citation:

Cite this paper

Online since:

August 2014

Authors:

Shu Dian Yao*, Fu Ma

Keywords:

Abnormal Joints, Crack, Deformation, Finite Element, Stress, Variable Beam Shaped

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] H.E. Estekanchi, V. Valamanesh, A. Vafai. Application of Endurance Time method in linear seismic analysis. Engineering Structures, 29: 2551–2562. (2007).

DOI: 10.1016/j.engstruct.2007.01.009

Google Scholar

[2] D．EMeinheit and J．O．Jirsa, Shear Strength of R/CBeam·Column Connections[J], Journal of Structural Journal E61—71(1993).

Google Scholar

[3] T．Paulay and R．Park, Joints Reinforced Concrete Frames Designed for Earthquake Resistance, Department of civil Engineering, University of Canterbury, Christchurch, New Zealand( 1984).

Google Scholar