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Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift
المؤلفون المشاركون
Tang, Zhenyun
Peng, Ling-Yun
Kang, Ying-Jie
Chen, Hua-Ting
المصدر
العدد
المجلد 2018، العدد 2018 (31 ديسمبر/كانون الأول 2018)، ص ص. 1-16، 16ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2018-04-12
دولة النشر
مصر
عدد الصفحات
16
التخصصات الرئيسية
الملخص EN
Under earthquake action, the reinforced concrete structure at the edge of the CAP1400 nuclear power plant foundation slab will be uplifted.
In order to determine the seismic performance of this structure, a 1 : 12 scale shaking table test model was fabricated using gypsum as simulated concrete in order to meet scaled design requirements.
By testing this model, the seismic response of the structure with consideration of the foundation uplift was obtained.
Numerical analyses of the test model and the prototype structure were conducted to gain a better understanding of the structural seismic performance.
When subjected to earthquakes, the foundation slab of the nuclear power plant experiences a slight degree of uplift but remains in the elastic stage due to the weight of the structure above, which provides an antioverturning moment.
The numerical simulation is in general agreement with the test results, suggesting numerical simulations could be accurately employed in place of physical tests.
The superstructure displacement response was found not to affect the safety of adjacent structures, and the seismic performance of the structure was shown to meet the relevant design requirements, demonstrating that this approach to modelling can serve as a design basis for the CAP1400 nuclear power demonstration project.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Peng, Ling-Yun& Kang, Ying-Jie& Tang, Zhenyun& Chen, Hua-Ting. 2018. Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift. Shock and Vibration،Vol. 2018, no. 2018, pp.1-16.
https://search.emarefa.net/detail/BIM-1215513
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Peng, Ling-Yun…[et al.]. Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift. Shock and Vibration No. 2018 (2018), pp.1-16.
https://search.emarefa.net/detail/BIM-1215513
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Peng, Ling-Yun& Kang, Ying-Jie& Tang, Zhenyun& Chen, Hua-Ting. Seismic Performance of CAP1400 Nuclear Power Station considering Foundation Uplift. Shock and Vibration. 2018. Vol. 2018, no. 2018, pp.1-16.
https://search.emarefa.net/detail/BIM-1215513
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1215513
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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