13 Matching Results

Search Results

Advanced search parameters have been applied.

Verifying seismic design of nuclear reactors by testing. Volume 1: test plan

Description: This document sets forth recommendations for a verification program to test the ability of operational nuclear power plants to achieve safe shutdown immediately following a safe-shutdown earthquake. The purpose of the study is to develop a program plan to provide assurance by physical demonstration that nuclear power plants are earthquake resistant and to allow nuclear power plant operators to (1) decide whether tests should be conducted on their facilities, (2) specify the tests that should be performed, and (3) estimate the cost of the effort to complete the recommended test program.
Date: July 20, 1979
Partner: UNT Libraries Government Documents Department

Procedures and criteria for increasing the earthquake resistance level of electrical substations and special installations

Description: This report defines a procedure and provides basic information needed to determine the modifications required to make electrical substations and special installations of the Bonneville Power Administration (BPA) more resistant to strong earthquake ground motion. It also provides a procedure for developing an effective plan for establishing the sequence, or priority, of providing the required modifications.
Date: September 30, 1973
Creator: Couch, R.W. & Deacon, R.J.
Partner: UNT Libraries Government Documents Department

Reliability based investigation of design factors

Description: Second-moment probabilistic techniques are used to formulate structural resistances and loads and to derive reliability-based safety, load, and strength factors for design. Existing concepts of the second-moment reliability theory have been extended to the practical case of multiple load combinations. This development consistently includes the stochastic character of loads and the unpredictable nature of their combinations. For this purpose, a new technique for the evaluation of load combinations is presented, whereby the moments of the extreme of combined loads is obtained in terms of the moments of individual loads and parameters describing their random fluctuations in time. Reliability-based safety, load, and strength factors are derived in terms of the acceptable level of risk, the coefficients of variation of the loads and resistance, uncertainties associated with errors in modeling and estimation, and a set of parameters describing the stochastic nature of loads and their combinations.
Date: June 30, 1978
Partner: UNT Libraries Government Documents Department

Structural evaluation of existing plutonium buildings and auxiliary structures at Rocky Flats Plant

Description: Existing plutonium handling and storage buildings at the DOE Rocky Flats Plant were evaluated for their structural resistance to seismic, tornado, and extreme wind loadings and the impact of tornado-driven missiles. This report presents the summary results of the study for all the buildings included in the study and makes preliminary general recommendations for upgrading where needed. Detailed analyses and backup calculations performed for the several buildings are presented in separate reports.
Date: February 1, 1980
Partner: UNT Libraries Government Documents Department

Seismic design technology for breeder reactor structures. Volume 1. Special topics in earthquake ground motion

Description: This report is divided into twelve chapters: seismic hazard analysis procedures, statistical and probabilistic considerations, vertical ground motion characteristics, vertical ground response spectrum shapes, effects of inclined rock strata on site response, correlation of ground response spectra with intensity, intensity attenuation relationships, peak ground acceleration in the very mean field, statistical analysis of response spectral amplitudes, contributions of body and surface waves, evaluation of ground motion characteristics, and design earthquake motions. (DLC)
Date: April 1, 1983
Creator: Reddy, D.P.
Partner: UNT Libraries Government Documents Department

Seismic design technology for breeder reactor structures. Volume 4. Special topics in piping and equipment

Description: This volume is divided into five chapters: experimental verification of piping systems, analytical verification of piping restraint systems, seismic analysis techniques for piping systems with multisupport input, development of floor spectra from input response spectra, and seismic analysis procedures for in-core components. (DLC)
Date: April 1, 1983
Creator: Reddy, D.P.
Partner: UNT Libraries Government Documents Department

Seismic design technology for breeder reactor structures. Volume 2. Special topics in soil/structure interaction analyses

Description: This volume is divided into six chapters: definition of seismic input ground motion, review of state-of-the-art procedures, analysis guidelines, rock/structure interaction analysis example, comparison of two- and three-dimensional analyses, and comparison of analyses using FLUSH and TRI/SAC Codes. (DLC)
Date: April 1, 1983
Creator: Reddy, D.P.
Partner: UNT Libraries Government Documents Department

Evaluation of seismic criteria used in design of INEL facilities

Description: This report provides the results of an independent evaluation of seismic studies that were made to establish the seismic acceleration levels and the response spectra used in the design of vital facilities at Idaho National Engineering Laboratory. A comparison of the procedures used to define the seismic acceleration values and response spectra at INEL with the requirements of the Nuclear Regulatory Commission showed that additional geologic studies would probably be required in order to fulfill NRC regulations. Recommendations are made on justifiable changes in the acceleration values and response spectra used at INEL. The geologic, geophysical, and seismological studies needed to provide a better understanding of the tectonic processes in the Snake River plains and the surrounding region are identified. Both potential and historical acceleration values are evaluated on a probability basis to permit a risk assessment approach to the design of new facilities and facility modifications. Studies conducted to develop seismic criteria for the design of the Loss of Fluid Test reactor and the New Waste Calcining Facility were selected as typical examples of criteria development previously used in the design of INEL facilities. (JSR)
Date: September 30, 1977
Creator: Young, G.A.
Partner: UNT Libraries Government Documents Department

Seismic criteria studies and analyses. Quarterly progress report No. 3. [LMFBR]

Description: Information is presented concerning the extent to which vibratory motions at the subsurface foundation level might differ from motions at the ground surface and the effects of the various subsurface materials on the overall Clinch River Breeder Reactor site response; seismic analyses of LMFBR type reactors to establish analytical procedures for predicting structure stresses and deformations; and aspects of the current technology regarding the representation of energy losses in nuclear power plants as equivalent viscous damping.
Date: January 3, 1975
Partner: UNT Libraries Government Documents Department

Technical manual: operation and equipment instructions for in situ impulse test

Description: This manual describes the test equipment and procedures for a new field test which determines the shear modulus of a soil deposit at strain levels equivalent to those experienced during actual earthquakes. Results from this test are typically used as input parameters to response analyses for evaluating local soil effects during earthquake shaking. The test employs a cross-hole wave propagation procedure with velocity transducers located in closely spaced adjacent borings. Clear, consistent, and repeatable data in all types of soil and a method of data reduction different from conventional geophysical first arrival techniques are unique aspects of this new test. In addition to describing the principles of the test and data reduction procedures, major discussions of the field procedures are also included. Detailed drilling and testing information is provided both for planning and executing a test program.
Date: November 1, 1979
Partner: UNT Libraries Government Documents Department

Statistical analysis of earthquake ground motion parameters

Description: Several earthquake ground response parameters that define the strength, duration, and frequency content of the motions are investigated using regression analyses techniques; these techniques incorporate statistical significance testing to establish the terms in the regression equations. The parameters investigated are the peak acceleration, velocity, and displacement; Arias intensity; spectrum intensity; bracketed duration; Trifunac-Brady duration; and response spectral amplitudes. The study provides insight into how these parameters are affected by magnitude, epicentral distance, local site conditions, direction of motion (i.e., whether horizontal or vertical), and earthquake event type. The results are presented in a form so as to facilitate their use in the development of seismic input criteria for nuclear plants and other major structures. They are also compared with results from prior investigations that have been used in the past in the criteria development for such facilities.
Date: December 1, 1979
Partner: UNT Libraries Government Documents Department