Study of ultimate seismic response and fragility evaluation of nuclear power building using nonlinear three-dimensional finite element model-Reference-Cited by-同舟云学术

Study of ultimate seismic response and fragility evaluation of nuclear power building using nonlinear three-dimensional finite element model

Published:2010-01 Issue:1 Volume:240 Page:166-180
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Nakamura Naohiro,Akita Shodo,Suzuki Takuya,Koba Masao,Nakamura Soshi,Nakano Tomio

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference21 articles.

1. Atomic Energy Society of Japan (2007), A Standard for Procedure of Seismic Probabilistic Safety Assessment (PSA) for Nuclear Power Plants 2007.

2. Fafitis, A., Shar, S.P., 1985. Lateral Reinforcement for High-Strength Concrete Columns, ACI Special Publication, No. SP-87, pp. 213–232.

3. Japan Electric Association, 1991a. Chapter 4.2: Evaluating Method for the Restoring Force Characteristics of Reinforced Concrete Shear Walls, Technical Guidelines for Earthquake Resistant Design of Nuclear Power Stations JEAG4601-1991 Supplement, pp. 79–97.

4. Japan Electric Association, 1991b, Chapter 5: Evaluating Method for Basemat Uplift of a Building during an Earthquake, Technical Guidelines for Earthquake Resistant Design of Nuclear Power Stations JEAG4601-1991 Supplement, pp. 131–138.

5. Behavior of Concrete under Compressive Loading;Karsan;Journal of Structural Division, ASCE,1969

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