Methods for Calculation of HCLPF Value for Structures and Equipments in Nuclear Power Plants

CAI Fengchun; YE Xianhui; LIU Wenjin

Mar. 2025

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CAI Fengchun, YE Xianhui, LIU Wenjin. Methods for Calculation of HCLPF Value for Structures and Equipments in Nuclear Power Plants[J]. Nuclear Power Engineering, 2013, 34(S1): 152-156.

Citation:

CAI Fengchun, YE Xianhui, LIU Wenjin. Methods for Calculation of HCLPF Value for Structures and Equipments in Nuclear Power Plants[J]. Nuclear Power Engineering, 2013, 34(S1): 152-156.

CAI Fengchun, YE Xianhui, LIU Wenjin. Methods for Calculation of HCLPF Value for Structures and Equipments in Nuclear Power Plants[J]. Nuclear Power Engineering, 2013, 34(S1): 152-156.

Citation:

CAI Fengchun, YE Xianhui, LIU Wenjin. Methods for Calculation of HCLPF Value for Structures and Equipments in Nuclear Power Plants[J]. Nuclear Power Engineering, 2013, 34(S1): 152-156.

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Methods for Calculation of HCLPF Value for Structures and Equipments in Nuclear Power Plants

Science and Technology on Reactor System Design Technology Laboratory, Nuclear Power Institute of China, Chengdu, 610041, China

Received Date: 2013-03-26
Rev Recd Date: 2013-05-08

Available Online: 2025-03-08

Abstract

Abstract

Calculation of the HCLPF value of structure,system and component（SSC） in nuclear power plants（NPPs） is an important process for seismic probability safety assessment（SPSA） and seismic margin assessment（SMA）.In this paper,three methods for calculation of the HCLPF value of SSC are presented,such as fragility analysis,conservative deterministic failure margin（CDFM）,and HCLPF value based on test.The recent progresses in calculation of the HCLPF value of SSC are investigated.Finally some suggestions for the calculation of the HCLPF value of SSC are proposed.
- Seismic capacity,
- Fragility,
- High confidence of low probability of failure,
- Seismic margin assessment