Seismic margin assessment of a reinforced concrete skewed bridge in a nuclear power plant

Tae-Hyung Lee; Van-Hoa Nguyen; Van-Tien Phan; Duy-Duan Nguyen

doi:10.1051/matecconf/201825102019

All issues

Volume 251 (2018)

MATEC Web Conf., 251 (2018) 02019

References

Open Access

Issue		MATEC Web Conf. Volume 251, 2018 VI International Scientific Conference “Integration, Partnership and Innovation in Construction Science and Education” (IPICSE-2018)


Article Number		02019
Number of page(s)		8
Section		Reliability and Safety in Construction
DOI		https://doi.org/10.1051/matecconf/201825102019
Published online		14 December 2018

Kennedy RP (1985). Various types of reported seismic margins and their use. Proceedings of EPRI/NRC Workshop on Nuclear Power Plant Reevaluation to Quantify Seismic Margins, EPRI NP-4101-SR, Electric Power Research Institute, USA. [Google Scholar]
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Mazzoni S, McKenna F, Scott M H and Fenves GL (2007). OpenSees command language manual. Pacific Earthquake Engineering Research Center, University of California, Berkeley USA. [Google Scholar]
Kent DC and Park R (1971). Flexural members with confined concrete. ASCE J. Struct. Div. 97(7), 1969–1990. [Google Scholar]
Menegotto M and Pinto PE (1973). Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. Proceedings of the IABSE Symposium of Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Lisbon, Portugal. [Google Scholar]
Reese LC, Cox WR, and Koop FD (1974). Field testing and analysis of laterally loaded piles in sand. Proceedings of the VI Annual Offshore Technology Conference, Houston, Texas, p 473–485. [Google Scholar]
FHWA (2006). Seismic Retrofitting Manual for Highway Structures: Part 1 – Bridges. Technical report FHWA-HRT-06-032, US Department of Transportation, Federal Highway Administration, McLean, Virginia, USA. [Google Scholar]

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[1] Kennedy RP (1985). Various types of reported seismic margins and their use. Proceedings of EPRI/NRC Workshop on Nuclear Power Plant Reevaluation to Quantify Seismic Margins, EPRI NP-4101-SR, Electric Power Research Institute, USA. [Google Scholar]

[2] EPRI (1994). Methodology for developing seismic fragilities. Technical report TR-103959, Electric Power Research Institute, USA. [Google Scholar]

[3] Mazzoni S, McKenna F, Scott M H and Fenves GL (2007). OpenSees command language manual. Pacific Earthquake Engineering Research Center, University of California, Berkeley USA. [Google Scholar]

[4] Kent DC and Park R (1971). Flexural members with confined concrete. ASCE J. Struct. Div. 97(7), 1969–1990. [Google Scholar]

[5] Menegotto M and Pinto PE (1973). Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. Proceedings of the IABSE Symposium of Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Lisbon, Portugal. [Google Scholar]

[6] Reese LC, Cox WR, and Koop FD (1974). Field testing and analysis of laterally loaded piles in sand. Proceedings of the VI Annual Offshore Technology Conference, Houston, Texas, p 473–485. [Google Scholar]

[7] FHWA (2006). Seismic Retrofitting Manual for Highway Structures: Part 1 – Bridges. Technical report FHWA-HRT-06-032, US Department of Transportation, Federal Highway Administration, McLean, Virginia, USA. [Google Scholar]