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Upgrading of existing NPPs with 440 and 1000 MW WWER type pressurized water reactors for severe external loading conditions. Proceedings. Working material. V. 1, 2

Abstract

The Seminar was intended to provide the opportunity for the exchange of updated information concerning the state-of-the-art related to structural safety of the WWER 440 and 1000 MW nuclear power plants operating or under construction in the Russian Federation and several Eastern European countries. Codes and standards, design assumptions, seismic upgrading and requalification activities, recent verification by experimental methods as well as the corresponding reanalysis and reevaluation procedures were included in the scope. Also presented and discussed were the results of recent studies of typical structures and components under seismic loading. The Seminar was divided into five working sessions. Each session consisted of several presentations by invited speakers and extensive discussions. The topic of discussions involved the following: standards used during design phase, input load definitions and criteria, evaluation of as-built conditions and walk down information, site-specific dynamic response of structures based on recent studies and evaluation of results, capacity evaluations of components and systems based on updated acceptance criteria and strengthening concepts, functional qualification of active mechanical and electrical components and systems.
Authors:
Godoy, A; Gurpinar, A [1] 
  1. eds.; International Atomic Energy Agency, Division of Nuclear Installation Safety, Vienna (Austria)
Publication Date:
Jul 01, 1993
Product Type:
Technical Report
Report Number:
INIS-XA-184
Reference Number:
EDB-00:100078
Resource Relation:
Conference: SMIRT-12 conference seminar no. 16 on upgrading of existing NPPs with 440 and 1000 MW VVER type pressurized water reactors for severe external loading conditions, Vienna (Austria), 23-25 Aug 1993; Other Information: Refs, figs, tabs; PBD: 1993
Subject:
21 SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS; MEETINGS; DYNAMICS; EASTERN EUROPE; ELECTRICAL EQUIPMENT; FREQUENCY RESPONSE TESTING; LEADING ABSTRACT; LOAD ANALYSIS; MECHANICAL STRUCTURES; REACTOR COMPONENTS; REACTOR STABILITY; RISK ASSESSMENT; RUSSIAN FEDERATION; SAFETY STANDARDS; SEISMIC EVENTS; SEISMICITY; SITE CHARACTERIZATION; WWER TYPE REACTORS
OSTI ID:
20004696
Research Organizations:
International Atomic Energy Agency, Vienna (Austria)
Country of Origin:
IAEA
Language:
English
Other Identifying Numbers:
TRN: XA9952592053255
Availability:
Available from INIS in electronic form
Submitting Site:
INIS
Size:
778 pages
Announcement Date:

Citation Formats

Godoy, A, and Gurpinar, A. Upgrading of existing NPPs with 440 and 1000 MW WWER type pressurized water reactors for severe external loading conditions. Proceedings. Working material. V. 1, 2. IAEA: N. p., 1993. Web.
Godoy, A, & Gurpinar, A. Upgrading of existing NPPs with 440 and 1000 MW WWER type pressurized water reactors for severe external loading conditions. Proceedings. Working material. V. 1, 2. IAEA.
Godoy, A, and Gurpinar, A. 1993. "Upgrading of existing NPPs with 440 and 1000 MW WWER type pressurized water reactors for severe external loading conditions. Proceedings. Working material. V. 1, 2." IAEA.
@misc{etde_20004696,
title = {Upgrading of existing NPPs with 440 and 1000 MW WWER type pressurized water reactors for severe external loading conditions. Proceedings. Working material. V. 1, 2}
author = {Godoy, A, and Gurpinar, A}
abstractNote = {The Seminar was intended to provide the opportunity for the exchange of updated information concerning the state-of-the-art related to structural safety of the WWER 440 and 1000 MW nuclear power plants operating or under construction in the Russian Federation and several Eastern European countries. Codes and standards, design assumptions, seismic upgrading and requalification activities, recent verification by experimental methods as well as the corresponding reanalysis and reevaluation procedures were included in the scope. Also presented and discussed were the results of recent studies of typical structures and components under seismic loading. The Seminar was divided into five working sessions. Each session consisted of several presentations by invited speakers and extensive discussions. The topic of discussions involved the following: standards used during design phase, input load definitions and criteria, evaluation of as-built conditions and walk down information, site-specific dynamic response of structures based on recent studies and evaluation of results, capacity evaluations of components and systems based on updated acceptance criteria and strengthening concepts, functional qualification of active mechanical and electrical components and systems.}
place = {IAEA}
year = {1993}
month = {Jul}
}