Performance-Based Seismic Design of Reinforced Concrete Beam-Column Joints

Bin Wei; Zhong Guo Guan; Jian Zhong Li

doi:10.4028/www.scientific.net/AMR.255-260.2500

Paper Titles

The Seismic Experiment of Steel Frame with GRC Lath
p.2483

Study on Seismic Performance of Double Spherical Bearing
p.2488

Research on Aseismatic Reinforcement of a Frame Structure Energy Dissipation and Shock Absorption
p.2492

Seismic Damage Detection Using Pushover Analysis
p.2496

Performance-Based Seismic Design of Reinforced Concrete Beam-Column Joints
p.2500

Optimized Fuzzy Logic Controller for Semi-Active Control of Buildings Using Particle Swarm Optimization
p.2505

Dynamic Response Analysis for Intersection of Transverse Traffic Tubes and Main Tunnel in a Highly Seismic Region
p.2510

Smart Base Isolation Control Adopted Semi-Active Fuzzy Strategy for Seismic Response of Structure
p.2515

An Analytic Solution for the Diffraction of Plane P Waves by a Cylindrical Inclusion in Half Space
p.2520

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Performance-Based Seismic Design of Reinforced...

Performance-Based Seismic Design of Reinforced Concrete Beam-Column Joints

Abstract:

A performance-based seismic design approach for reinforced concrete beam-column joints has been proposed in this paper. Instead of adopting empirical analysis such as in ACI 318M-08 building code, the proposed approach is based on rational analysis of the stress-strain state of the joint. Two limit states are considered in the design: serviceability limit state and life safety limit state. Performances of the joint at these two levels are determined respectively, with due considerations of capacity design philosophy and post-earthquake repair requirements. Then stress/strain analyses of the joint panel using the Mohr circle in conjunction with the softened stress-strain relationship of concrete are adopted simultaneously to design the joint to achieve the predetermined performance level. Effectiveness of proposed method are validated by using the model to interpret the behaviors of joints observed in previous experiments.

You might also be interested in these eBooks

Advances in Civil Engineering, CEBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

2500-2504

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.2500

Citation:

Cite this paper

Online since:

May 2011

Authors:

Bin Wei, Zhong Guo Guan, Jian Zhong Li

Keywords:

Beam-Column Joint, Mohr Circle, Performance-Based Seismic Design, Reinforced Concrete Structure, Softened Stress-Strain Relationship of Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] S.J. Pantazopoulou and J. Bonacci: ACI Struct. J. Vol. 89 (1992), p.27.

Google Scholar

[2] S.J. Hwang and H.J. Lee: ACI Struct. J. Vol. 97 (2000), p.35.

Google Scholar

[3] S.A. Attaalla: ACI Struct. J. Vol. 101 (2004), p.65.

Google Scholar

[4] A.G. Tsonos: ACI Struct. J. Vol. 104 (2007), p.468.

Google Scholar

[5] D. Timosidis and S.J. Pantazopoulou: Bull Earthquake Eng Vol. 7 (2009), p.411.

Google Scholar

[6] ACI Committee 318: Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary (American Concrete Institute, USA 2008).

DOI: 10.1061/(asce)1076-0431(1996)2:3(120.3)

Google Scholar

[7] T. Paulay, R. Park and M.J.N. Priestley: ACI J., Proceedings Vol. 75 (1978), p.585.

Google Scholar

[8] S. Sritharan: J. Struct. Eng. Vol. 131 (2005), p.1321.

Google Scholar

[9] Y.C. Wang and K. Hsu: ACI Struct. J. Vol. 106 (2009), p.222.

Google Scholar

[10] H. Zhou: J. Struct. Eng. Vol. 135 (2009), p.762.

Google Scholar

[11] F.J. Vecchio and M.P. Collins: ACI Struct. J. Vol. 83 (1986), p.219.

Google Scholar

[12] K. Kitayama, S. Otani and H. Aoyama, in: ACI SP-123 Design of Beam-Column Joints for Seismic Resistance, edtied by J.O. Jirsa/American Concrete Institute, Michigan (1991).

DOI: 10.14359/2863

Google Scholar