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[PDF] Top 20 Development of Evaluation Method for Seismic Isolation Systems of Nuclear Power Facilities - Fragility Evaluation of Base-Isolated Nuclear Power Plant Structures -

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Development of Evaluation Method for Seismic Isolation Systems of Nuclear Power Facilities - Fragility Evaluation of Base-Isolated Nuclear Power Plant Structures -

Development of Evaluation Method for Seismic Isolation Systems of Nuclear Power Facilities - Fragility Evaluation of Base-Isolated Nuclear Power Plant Structures -

... a method of setting a limit state of seismically isolated NPPs buildings, and identified uncertainty factors in the seismic behaviour (or response) of the building by sensitivity ...the ... See full document

10

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES, - BREAK TEST OF FULL SCALE LEAD RUBBER BEARINGS FOR NUCLEAR FACILITIES, PART3 FINITE ELEMENT ANALYSIS MODEL FOR BREAK TEST-

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES, - BREAK TEST OF FULL SCALE LEAD RUBBER BEARINGS FOR NUCLEAR FACILITIES, PART3 FINITE ELEMENT ANALYSIS MODEL FOR BREAK TEST-

... of Evaluation Method for Seismic Isolation Systems of Nuclear Power Facilities, -Break Test of Full Scale Lead Rubber Bearings for Nuclear Facilities, ... See full document

10

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES -SEISMIC PRA FOR THE SESMIC ISOLATED NUCLEAR PLANT-

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES -SEISMIC PRA FOR THE SESMIC ISOLATED NUCLEAR PLANT-

... an evaluation method for seismic isolation systems of nuclear power ...a seismic level 1 probabilistic risk assessment (PRA) was performed for a nuclear ... See full document

8

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - SEISMIC DESIGN AND ANALYSIS FOR CROSSOVER PIPING -

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - SEISMIC DESIGN AND ANALYSIS FOR CROSSOVER PIPING -

... the seismic response and failure behaviour of crossover ...different seismic motions of isolated and non-isolated ...the seismic design method for crossover piping is ... See full document

10

DEVELOPMENT OF AN EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - PROPOSAL FOR A BASE-ISOLATED DESIGN METHODOLOGY TO INSTALL NPP’S FACILITIES -

DEVELOPMENT OF AN EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - PROPOSAL FOR A BASE-ISOLATED DESIGN METHODOLOGY TO INSTALL NPP’S FACILITIES -

... A seismic response analysis was made by the 1-degree-of-freedom (1-DOF) beam model with yield seismic intensity " and secondary frequency T2 as parameters, in order to make the specifications of the ... See full document

10

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - BREAK TEST OF FULL SCALE LEAD RUBBER BEARINGS FOR NUCLEAR FACILITIES, PART 2 ULTIMATE PROPERTIES OF LRB BASED ON BREAK TESTS -

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - BREAK TEST OF FULL SCALE LEAD RUBBER BEARINGS FOR NUCLEAR FACILITIES, PART 2 ULTIMATE PROPERTIES OF LRB BASED ON BREAK TESTS -

... Linear limit of shear strains were evaluated based on the results for the shear break test. Figure 8(a) shows the evaluation procedure following JEAG 4614-2013 (2013). The evaluation method is as ... See full document

10

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES -BREAK TEST OF FULL SCALE LEAD RUBBER BEARINGS FOR NUCLEAR FACILITIES, PART 1 OUTLINE OF BREAK TEST OF LRB OF 1.6M IN DIAMETER -

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES -BREAK TEST OF FULL SCALE LEAD RUBBER BEARINGS FOR NUCLEAR FACILITIES, PART 1 OUTLINE OF BREAK TEST OF LRB OF 1.6M IN DIAMETER -

... displacement relations. Figure 13 (a) shows all hysteresis curves (for 4 loops) of the horizontal basic property test of the full-scale seismic isolators as a sample. The third loop is shown in Figure 13 (b). The ... See full document

10

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - SEISMIC FRAGILITY EVALUATION OF EQUIPMENT-

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES - SEISMIC FRAGILITY EVALUATION OF EQUIPMENT-

... buildings, fatigue failure will be critical for failure of the piping, not primary stress as in other components. Therefore, unlike the conventional method, the realistic capacity needs to be evaluated based on ... See full document

10

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES

DEVELOPMENT OF EVALUATION METHOD FOR SEISMIC ISOLATION SYSTEMS OF NUCLEAR POWER FACILITIES

... After finishing the loading tests, observation of state or condition of test specimens was conducted by removing the seismic isolator from the pedestal. Conditions of top and side surface of pedestal in the most ... See full document

10

Seismic Fragility Analyses   of Nuclear Power Plant Structures Based on the Recorded Earthquake Data   in Korea (M040)

Seismic Fragility Analyses of Nuclear Power Plant Structures Based on the Recorded Earthquake Data in Korea (M040)

... the seismic evaluation of major industrial facilities in ...Korean nuclear power plant industry arbitrarily assumed most basic information and directly used the methodologies ... See full document

8

Seismic Analysis of Base Isolated Nuclear Power Plant Considering Nonlinear Pile-Soil Interaction

Seismic Analysis of Base Isolated Nuclear Power Plant Considering Nonlinear Pile-Soil Interaction

... The free field site response analyses were performed using one-dimensional site response analysis based on the equivalent linear stress-strain model for the soil sites. Two soil sites are selected, a clayey site and a ... See full document

10

Development of a Structural Integrity Evaluation System for Virtual Nuclear Power Plant

Development of a Structural Integrity Evaluation System for Virtual Nuclear Power Plant

... a nuclear power plant which is composed of a number of components is how to manage ...of nuclear power plant operators by constructing virtual learning ...mechanical ... See full document

7

Assessment and Management of Aging of Nuclear  Power Plant Safety-Related Structures (D457)

Assessment and Management of Aging of Nuclear Power Plant Safety-Related Structures (D457)

... of nuclear power plant (NPP) safety-related ...safety-related structures are identified and their manifestations ...concrete structures to assess and quantify age-related degradation ... See full document

8

Development of Seismic   Damage Assessment System for Nuclear Power Plant Structures in Korea   (K546)

Development of Seismic Damage Assessment System for Nuclear Power Plant Structures in Korea (K546)

... Newmark method that is, the HHT-α method, is selected as a direct integration method because of its stability and ...containment structures for the seismic ... See full document

6

Assessing  Seismic Adequacy of Existing Nuclear Power Plant Structures (K121)

Assessing Seismic Adequacy of Existing Nuclear Power Plant Structures (K121)

... “combined” method. This method is realized at two consecutive ...elements, structures or a construction as a ...of seismic structural analysis with the design and real characteristics of ... See full document

8

Expected Safety Issues of the Seismically Isolated Nuclear Power Plant Structures

Expected Safety Issues of the Seismically Isolated Nuclear Power Plant Structures

... of isolation unit, i.e., a bearing system, an isolation device or an isolator, have been developed based on various principles (Naeim and Kelly, 1999), and, in general, most bearing system types can be ... See full document

6

Fragility evaluation with aleatory and epistemic uncertainty against fault displacement for nuclear power plant buildings

Fragility evaluation with aleatory and epistemic uncertainty against fault displacement for nuclear power plant buildings

... estimation method, taking into account randomness of soil and building materials, the median and logarithmic standard deviation of concrete compressive strain, calculated values of rebar strain and average ... See full document

10

Seismic Stress Test of Koeberg NPP

Seismic Stress Test of Koeberg NPP

... As has already been mentioned, due to the high RLE it was necessary to extend the review of SSC to confirm seismic capacities of many components that were deemed OK from the walkdowns. The scaled vertical spectra ... See full document

6

Component Fragility for use in PSA of Nuclear Power Plant

Component Fragility for use in PSA of Nuclear Power Plant

... damage fragility evaluation is to perform simulation tracking the potential objects that could become missiles for different tornadoes and hurricanes passing through the ... See full document

36

Study on the Soil-Structure   Interaction Model under Vertical Earthquake Motions (K173)

Study on the Soil-Structure Interaction Model under Vertical Earthquake Motions (K173)

... Generally speaking, response evaluation of roof truss is most important for reactor buildings under vertical earthquake motions. Thus, to propose a simple MDOF parallel vertical model for design, response values ... See full document

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