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Tuesday, April 21, 2020 | History

1 edition of Collaborative study of NUPEC seismic field test data for NPP structures. found in the catalog.

Collaborative study of NUPEC seismic field test data for NPP structures.

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Published by Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission in Washington, D.C .
Written in English

    Subjects:
  • Nuclear Power Engineering Corporation (Japan),
  • Nuclear power plants -- Earthquake effects.

  • Edition Notes

    ContributionsXu, J., Costantino, C. J., Hofmayer, C. H., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., Brookhaven National Laboratory.
    Classifications
    LC ClassificationsTK9153 .C55 2003
    The Physical Object
    Pagination1 v. (various pagings) :
    ID Numbers
    Open LibraryOL3764353M
    LC Control Number2003479108
    OCLC/WorldCa52847839

    seismic data in history matching for a data set in the Norne field. We study their convergence rate and compare their behavior in terms of their uncertainty estimations. 2. Norne field and Synthetic Norne The Norne field is located in the blocks /10 and /10 on a horst block in the southern part of the Nordland II area in the Norwegian Sea. The main work undertaken within these structures concerns improvement of national and European design guidelines in the field of earthquake-resistant design. Aurel Stratan is actively involved in maintaining and upgrading of the existing testing facilities in the laboratory of Steel Structures from the department of Steel Structures and. Structural health monitoring of concrete structures under seismic loads has always attracted a lot of attention in the earthquake engineering community. In this paper, two tests of structural health monitoring of concrete columns using piezoceramic-based sensors are presented. The first test was a shake table test of a reinforced concrete (RC. A team of three researchers and three graduate students will travel to Nepal to collect perishable field data and perform detailed assessments of the seismic performance of buildings. The team will acquire, process, and archive architectural and structural data, including building drawings, in residential buildings and critical facilities.

    15/11/ 2 Content 1. Introduction of Probabilistic Seismic Hazard Analysis PSHA, used for seismic hazard estimation of Finnish NPP’s. 2. Problem statement. Goals of this study. 3. Capabilities of the Compsyn modelling.


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Collaborative study of NUPEC seismic field test data for NPP structures. Download PDF EPUB FB2

Collaborative Study of NUPEC Seismic Field Test Data for NPP Structures (NUREG/CR, BNL-NUREG) On this page: Publication Information; Abstract; Download complete document.

NUREG/CR (PDF - MB) Publication Information. Manuscript Completed: June Date Published: June Prepared by: J. Xu, C. Costantino, C.

Hofmayer. Additional Physical Format: Collaborative study of NUPEC seismic field test data for NPP structures 1 v. (various pagings) (DLC) (OCoLC)   As part of a verification test program for seismic analysis computer codes for Nuclear Power Plant (NPP) structures, the Nuclear Power Engineering Corporation (NUPEC) of Japan has conducted a series of field model tests to address the dynamic cross interaction (DCI) effect on the seismic response of NPP structures built in close proximity to each by: 6.

EVOLUTION OF SEISMIC DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS OF NUCLEAR POWER PLANTS K.V. Subramanian Tata Consulting Engineers Limited Mumbai ABSTRACT Safety of the personnel of a nuclear power plant (NPP) and the environment around the plant should be ensured against all natural hazards including earthquakes.

As part of a verification test program for seismic analysis codes for NPP structures, the Nuclear Power Engineering Corporation (NUPEC) of Japan has conducted a series of field model test programs to ensure the adequacy of methodologies employed for seismic analyses of NPP structures.

A collaborative program between the United States and Japan. @article{osti_, title = {OVERVIEW ON BNL ASSESSMENT OF SEISMIC ANALYSIS METHODS FOR DEEPLY EMBEDDED NPP STRUCTURES.}, author = {XU, J and COSTANTINO, C and HOFMAYER, C and GRAVES, H}, abstractNote = {A study was performed by Brookhaven National Laboratory (BNL) under the sponsorship of the U.

Nuclear Regulatory Commission (USNRC), to. American Society of Civil Engineers seismic design criteria for structures, systems, and components in nuclear facilities Published: () Use of NUMARC/EPRI TR, guideline on licensing digital upgrades in determining the acceptability of performing analog-to.

The BNL study is accomplished using the multi-axial cyclic and shaking table test data provided by the Japan Nuclear Energy Safety Organization (JNES) and Nuclear Power Engineering Corporation (NUPEC) as part of collaborative efforts between NRC and JNES/NUPEC to study seismic issues important to the safe operation of commercial nuclear power.

Transactions, SM November,New Delhi, India Div-V: Paper ID# 1 SEISMIC STRUCTURE-SOIL-STRUCTURE INTERACTION IN NUCLEAR POWER PLANT STRUCTURES C. Bolisetti1, A. Whittaker2 1Graduate Student Researcher, CSEE Department, University at Buffalo, SUNY, Buffalo, NY, USA – 2Professor and Chair, CSEE Department, University at Buffalo.

seismic design and analyses of DEB structures. The insights gleaned from the literature review are used to identify methods, data and computer programs which are capable of addressing SSI effects associated with seismic response analyses of DEB structures, and to identify knowledge gaps and potential issues that may require further investigation.

A case study is considered in order to understand potential effects of the negatively affected soil on the structural integrity and seismic response of the combined Class I structures, namely the.

3 historical background since late ’s seismic re-evaluation has carried in several stages at the us nrc in the late ’s and early ’s sep was carried to eleven oldest npp’s (construction permits between – –design criteria were less rigorous than the criteria specified today in nrc rg and srp –focused on review of these plants with the objective of.

containment structures, one should also add load from tension of tendons. Thus, NPP structures are always combined loaded under earthquakes.

2 Problem statement In the general case, mathematical modeling of seismic response of NPP reinforced concrete structures is a classical dynamic problem of solid mechanics [11, 12].Cited by: 1. 2/41 remSeismic Qualification of NPP Structures, Systems and Equipment Components STEVENSON AND ASSOCIATES Office in Czech Republic a.

s., Vejprni CZ 00 Pilsen, Czech Republic ‐sed‐0 – Overview of Existing Standards – Principles of Equipment Seismic Qualification (SQ)File Size: 1MB. Assessment of Seismic Analysis Methodologies for Deeply Embedded NPP Structures J.

Xu, C. Miller, C. Costantino, C. Hofmayer, H. Graves Presented at the 18th International Conference on Structural Mechanics in Reactor Technology (SMiRT 18) Beijing, China AugustJuly XXX Energy Science and Technology Department XXX. Seismic Experience and Test Data to Show Ruggedness of Equipment in Nuclear Power Plants,” was issued on Aug(Reference 7).

The August report incorporates these additional classes of equipment with additional data for the original eight classes of equipment and also discusses the use of GERS and anchorage Size: 6MB.

VI-5/1 CATEGORIZATION AND EXAMPLES OF SEISMIC STRESSES IN NPP STRUCTURES AND EQUIPMENT on to the seismic proving test of a large-scale piping system, a Author: Pierre Labbe.

Readers will appreciate the exquisite illustrations included with the accessibly written text, which simplify the process of learning about interpretation of seismic data. This multidisciplinary, integrated and practical approach to data evaluation will prove to be a valuable tool for students and young professionals, especially those connected.

Steve Grand, Jim Ni (): Collaborative Research: Northeast China Extended Seismic Array: Deep subduction, mantle dynamics and lithospheric evolution beneath Northeast China. International Federation of Digital Seismograph Networks. Dataset/Seismic Network.

/SN/YP_   The conditions for using the SMA method based on foreign databases on seismic classification are examined. In contrast to the initial SMA methodology a modified approach does not presume rejection of computationalexperimental evaluation of seismic safety under real conditions.

However, the methodology presented examines the possibility of validated reduction of work, Author: E. Saakov, S. Ryasnyi, P. Kaznovskii, K. Kas’yanov, I.

Zaikin. The Nuclear Power Engineering Corporation (NUPEC) of Japan has been conducting a multi-year research program to investigate the behavior of nuclear power plant piping systems under large seismic loads.

The objectives of the program are: to develop a better understanding of the elasto-plastic response and ultimate strength of nuclear piping; to ascertain the seismic safety margin of Cited by: 5.

Grant Damian N. "Assessment of Existing Structures Using Response History Analysis. " Romão X. Penna A. "Code-Based Procedures for Seismic Safety Assessment and Retrofit. " Strengthening and Retrofitting of Existing Structures /, El-Betar Sameh A. "Seismic vulnerability evaluation of existing R.C.

buildings. " HBRC Journal. ageing of concrete structures, and the seismic behaviour of structures. This workshop was proposed by the sub-group dealing with the seismic behaviour of structures.

Seismic re-evaluation is identified as the process of carrying out a re-assessment of the safety of existing nuclear facilities for a. Seismic Data Interpretation and Evaluation for Hydrocarbon Exploration and Production: A Practitioner’s Guide - Kindle edition by Nanda, Niranjan C.

Download it once and read it on your Kindle device, PC, phones or tablets. Use features like bookmarks, note taking and highlighting while reading Seismic Data Interpretation and Evaluation for Hydrocarbon Exploration and Production: A Price: $ to update data on potential seismic sources.

•Offshore investigations concentrated on the Hosgri Fault Zone and other structures in the Eastern Offshore Santa Maria Basin. •Program included acquisition of new and existing CDP seismic reflection data and associated data sets.

A seismic acoustic source array emits a sound that lasts less than second. It is typically repeated every 10 to 15 seconds as the seismic vessel moves along a straight ‘data acquisition’ line at a speed of about 5 knots for many kilometres. After which the vessel will move to another acquisition lineFile Size: 1MB.

Seismic margin is determined on the basis of the prescribed limits of seismic accelerations that any nuclear facility can withstand without severe fuel damage and radioactive release into the environment. The determining of the weak points and boundary effects in case of seismic action is done based on the data from the seismic PSA Level Size: KB.

Japan Nuclear Energy Safety Organization 2 Hyogo-Ken Nambu Earthquake(): ・Nuclear Safety Commission (NSC) revised “Reviewing Guide for Seismic Design of NPP “ (); ・Require risk assessment due to over design earthquake: “Residual Risk assessment” ・Atomic Energy Society developed “Standard procedure for Seismic PSA on NPP”().

structural seismic design of NPP underway as part of Japan's effort to upgrade existing seismic design methodology. Secondly we introduce a summary of an investigation performed in Japan to investigate the effect of aging of NPP structures and equipment on the seismic safety of an NPP.

Vestroni and V. Lucarelli - Design Requirements for Seismic Safety of NPP - MarchTivoli - Italy 9 SEISMIC RISK and PERFORMANCE BASED DESIGN Seismic safety is a function of both the seismic hazard and the seismic fragility of the plant structures, systems, and components (SSC) This consideration is the basis for the newest File Size: KB.

comparison of the results of forced vibration tests and seismic analyses, – parametric study on SSI. Description of the NUPEC tests The NUPEC project.

The purpose of the NUPEC project is to quantify the influence of various interactions on the seismic response of by: (iii) the irregular shape of civil structures, which may require an in-depth study of torsional effects, (iv) the high degree of confinement requested during all the operational states and during abnormal events such as an earthquake, (v) the provision of multiple containment or.

The program provides field data for the study of the methodologies commonly associated with seismic analyses concerning the SSSI effect. In the field tests, three kinds of model conditions are introduced, namely, a single reactor building model, two identical reactor models, and two buildings of different types (a reactor and a turbine).Cited by: sensors or both sensors and data acquisition out in the field.

GeoSIG, unlike any other supplier, can offer three different and versatile solutions for the seismic instrumentation of Nuclear Power Plants. One is the Decentralised System, where each measuring point has a seismic sensor together with a dedicated recorder and there.

Abstract. Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities provides stringent design criteria for nuclear facilities.

Because of the potential risk associated with nuclear hazards, nuclear facilities should have a lower probability than conventional facilities of sustaining structural damage caused by earthquake. Author(s): Stavridis, Andreas | Abstract: Unreinforced masonry panels are often used as interior or exterior partitions in reinforced concrete frames.

How infills affect the seismic performance of an RC building is an intricate issue since their exact role in the seismic load resistance is not yet clearly understood due to the interaction with the bounding by: Transactions, SMiRT San Francisco, California, USA - AugustDivision VII SEISMIC STRESS TEST OF KOEBERG NPP.

Darryn McCormick1, Alexey Berkovsky2, Tomás Trejbal3, Thaabit Rylands4. 1Engineer, Nuclear Structural Engineering, Cape Town, South Africa ([email protected]) 2Principal, CKTI-Vibroseism, Saint Petersburg, Russia 3Chief Engineer, Rizzo Associates Czech a.

the creditability of the test results and analysis. This paper is critically assess the NDT techniques currently in use to build a selection matrix for non-destructive testing of NPP concrete structures and to fulfil for the needs of NPP infrastructure evaluation in Finland.

Nowadays in nuclear power engineering of Russia people work for NPP design of new generation of higher capacity. Within this design the task for definition of floor response spectra at seismic impact has a special urgency.

It is associated with the fact that seismic danger for NPP civil structures and equipment is very high at a seismic : D V Kapustin.

National energy research seismic library; Powder River basin, Montana-Wyoming; surface reflection and vertical seismic profile data used in seismic-stratigraphic investigations for ground-water aquifers and hydrocarbon traps. Both seismic refraction and surface wave MASW techniques were used to define stratigraphic boundaries at 5 turbine locations across the site.

Seismic Refraction Method Seismic refraction uses seismic P-waves to locate changes in acoustic properties of the ground. Using a hammer and plate source, seismic energy is transmitted into the ground.–Required for analysis and design of seismically isolated nuclear structures –May be used for evaluation of unanchored components –Numerical models of components shall be based on test data –Requires a minimum of five time history analysis –Seismic response is taken as the average from five analyses.A NRC-BNL benchmark program for evaluation of state-of-the-art analysis methods and computer programs for seismic analysis of coupled structures with non-classical damping is described.

The program includes a series of benchmarking problems designed to investigate various aspects of complexities, applications and limitations associated with methods for analysis of non-classically Author: J.

Xu.