Structural seismic fragility analysis of the Zion containment by E. W. Klamerus

Cover of: Structural seismic fragility analysis of the Zion containment | E. W. Klamerus

Published by Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission in Washington, DC .

Written in English

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Subjects:

  • Nuclear power plants -- Earthquake effects -- Forecasting.,
  • Nuclear reactors -- Containment -- Earthquake effects -- Forecasting.,
  • Earthquake resistant design.

Edition Notes

Book details

Statementprepared by E.W. Klamerus, J.L. Cherry.
ContributionsCherry, J. L., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., Sandia National Laboratories.
The Physical Object
FormatMicroform
Pagination1 v. (various pagings)
ID Numbers
Open LibraryOL16024740M

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Get this from a library. Structural seismic fragility analysis of the Zion containment. [E W Klamerus; J L Cherry; U.S.

Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology.; Sandia National Laboratories.]. a nuclear primary containment structure of a typical PHWR in India. The focus of this work is to estimate the seismic fragility of this structure considering a failure defined in terms of tensile.

The seismic fragility curves obtained using the proposed approaches are compared with those obtained using the conventional approach considering an elastic response spectrum and a linear elastic seismic analysis of the structure.

The IDA-based fragilities are found to be more realistic than those obtained using conventional by: 2. Key Words: Buildings, Seismic Assessment, Vulnerability, Fragility Analysis, Fragility Curve, Experiment 1.

INTRODUCTION Earthquakes cause economic losses apart from the agonizing pain of loss of lives. Seismic risk assessment is the first step in disaster prevention strategy and inCited by: 1.

A method is presented for the evaluation of the seismic fragility function of realistic structural systems. The method is based on a preliminary, limited, simulation involving nonlinear dynamic.

With this book, readers will gain proficiencies in the following: fundamentals of seismology that all structural engineers must know; various forms of seismic inputs; different types of seismic analysis like, time and frequency domain analyses, spectral analysis of structures for random ground motion, response spectrum method of analysis Cited by: 1.

Introduction. In the computation of seismic risk, the approach most commonly followed involves a separation between hazard and fragility: efficient procedures for the construction of these latter functions are still an open research dealing with RC structures, the main obstacle is the type of non-linearity by which the response is characterised: degrading, non-holonomic and Cited by: This study performs seismic fragility analysis of low-rise URM building structures using a simplified modeling method that can be effectively used for fragility analysis without significant loss of computation time, and which maintains an acceptable level of accuracy in Cited by: on the application of structural analysis methods in seismic design.

Mason Walters, S.E., is a practicing structural engineer and a principal. with Forell/Elsesser Engineers, Inc. in San Francisco. Walters has been in private practice for over 30 years, focusing on the application of the seismic protective systems for numerous significant File Size: 1MB.

The procedure for the seismic fragility analysis of highway bridges is briefly described as follows: 1. Establish an appropriate model of the bridge of interest in the study.

Generate a set of earthquake acceleration time histories, which cover various levels of ground shaking intensity. Many historic buildings in old urban centers in Eastern Canada are made of stone masonry reputed to be highly vulnerable to seismic loads.

Seismic risk assessment of stone masonry buildings is therefore the first step in the risk mitigation process to provide adequate planning for retrofit and preservation of historical urban centers. This paper focuses on development of analytical Cited by: Keywords: Fragility analysis, scaling method, structural reliability and safety analysis, 1 ABSTRACT The commonly used method for calculation of seismic fragilities is the scaling method.

This method uses lognormal mathematics for the calculation of the conditional probability of failure. It. 1. Seismic Vulnerability of Existing Buildings: Observational and Mechanical Approaches for Application in Urban Areas, Sergio Lagomarsino and Serena Cattari. Mechanical Methods: Fragility Curves and Pushover Analysis, Caterina Negulescu and Pierre Gehl.

Seismic Vulnerability and Loss Assessment for Buildings in Greece, Andreas J. Kappos. Fragility curves of structures can be generated empirically and analytically. Empirical fragility curves are usually developed based on the damage reports from past earthquakes, while analytical fragility curves are developed from seismic response analysis of structures and the resulting fragility curves are verified with actual earthquake data.

1 Introduction to seismic data and processing Chapter contents Seismic data and their acquisition, processing, and interpretation Sampled time series, sampling rate, and aliasing Seismic amplitude and gain control Phase and Hilbert transforms Data format and File Size: KB.

analysis results, more realistic and reliable seismic fragility curves, which is the function of peak ground acceleration, for bridge and its components have been developed. The evaluation of seismic fragility curves constructed in this research work shows thatCited by: 1.

PUSHOVER ANALYSIS OF A THREE-DIMENSIONAL REINFORCED CONCRETE FRAMED STRUCTURE. A pushover analysis of the moment resisting frame structure shown in Fig. has been carried out to obtain the base shear force vs. lateral roof displacement capacity structure has been designed using the EC8 pushover method which is an equivalent static method of analysis for Cited by: 3.

The Zion Nuclear Power Plant is being utilized as a reference plant and fragility descriptions are developed for specific and generic safety related equipment groups in Zion. Both equipment fragilities and equipment responses are defined in probabilistic terms to be used as input to the SSMRP event tree/fault tree models of the Zion systems.

In conclusion, from the analysis carried out for individual case studies with h = 9 m, it has been possible to define capacity and fragility curves which, although generalised, can be regarded as a valuable aid in the design and structural verification phases (Fig.

13). In this way, with initial data regarding dimensional and typological Cited by: 7. Paolo E. Pinto is Professor of Earthquake Engineering at the University of Rome La Sapienza. His work focuses on seismic risk analysis of structures and infrastructures, nonlinear modelling and analysis of reinforced concrete structures and development of seismic design documents, areas in which he has authored more than by: fragility evaluation, and c) seismic plant response analysis.

SPRA involves the integration of plant fragility data over seismic a hazard curve and requires full consideration of uncertainty in seismic hazard, structural response and properties and capacities of nuclear power plant (NPP) components.

Seismic PRAFile Size: 2MB. While numerous books have been written on earthquakes, earthquake resistance design, and seismic analysis and design of structures, none have been tailored for advanced students and practitioners, and those who would like to have most of the important aspects of seismic analysis in one place.

With this book, readers will gain proficiencies in the following: fundamentals of seismology that. @article{osti_, title = {SMACS. Probabilistic Seismic Analysis System}, author = {Johnson, J J and Maslenikov, O R and Tiong, L W and Mraz, M J and Bumpus, S and Gerhard, M A}, abstractNote = {The SMACS (Seismic Methodology Analysis Chain with Statistics) system of computer programs is one of the major computational tools of the U.S.

NRC Seismic Safety Margins Research Program (SSMRP). Fragility Analysis of an in-Service Hysteretic Reinforced Concrete System Subjected to Seismic Actions *Vincent Z. Wang1) and Sam Fragomeni2) 1), 2) College of Engineering & Science, Victoria University, Melbourne, VictoriaAustralia.

1) @ ABSTRACT. Hysteresis is a phenomenon that characterizes the structural. seismic fragility analysis of concrete bridge damaged during Kobe Earthquake has been carried out using SAP for pushover analysis and IDARC-2D for incremental dynamic analysis with two sets of time histories, to insist on performance based earthquake engineering procedure.

Keywords: concrete bridge, evaluation, fragility, seismic. With this book, readers will gain proficiencies in the following: fundamentals of seismology that all structural engineers must know; various forms of seismic inputs; different types of seismic analysis like, time and frequency domain analyses, spectral analysis of structures for random ground motion, response spectrum method of analysis /5(3).

An analytical method to obtain the seismic fragility curve of reinforced concrete frames with service life was proposed in this paper. Considering the variation of nonlinear mechanical characteristics of un-carbonated concrete with service life, the seismic fragility curve of frames was developed based on the interstorey drift corner in the weak storey of frame : Li Li Yuan, Jian Min Wang, Neng Jun Wang, Wen Ting Jiang.

Formerly, a book, now available on CD-ROM, this title was written to be an introduction to the geologic interpretation of seismic data. Seismic interpreters can be geologists, geophysicists, and even engineers. To be effective, it is necessary to teach geologists (and engineers) a bit of geophysics, and geophysicists (and engineers) a bit of.

SEISMIC HAZARD EVALUATION & FRAGILITY ANALYSIS OUR EXPERTISE RIZZO Associates is a specialized consulting firm that has had a long term involvement in the nuclear industry. Specific to the NRC requirements to perform seismic analyses in response to the letters, RIZZO offers the following demonstrated expertise.

stratigraphic and structural interpretation of seismic sections in lokichar basin by: anabwani josky kisali i56// a dissertation submitted in partial fulfillment for the award of masters of science geology degree (applied geophysics) august university of nairobi. The research presented here represents the first-phase of a multi-year research effort aimed at developing tools to enable performance-based design of structural walls.

The first-phase of the research effort focused on the seismic behavior and analysis of slender planar walls. A seismic analysis in the design of buildings especially high rise towers is a very important factor to consider. Because earthquake loads together with the wind loads considerations have a.

Comparative response analysis of conventional and innovative seismic protection strategies. Bruno. non‐structural damage and damage to contents were used on purpose and included in a subsequent phase of cost analysis to evaluate the expected gains also in terms of economic benefits and life loss prevention.

The results indicate that. Seismic fragility curves for damage to building contents Haider A. Al Abadi, Nelson T.K. Lam and Emad F. Gad Abstract Slender free-standing objects in a building could be excited into rigorous rocking and/or sliding motion in an earthquake.

Some objects might experience overturning and hence damage when impacting on the : Haider A. Al Abadi, Emad F. Gad. Structural mechanics to seismic interpretation TECHNICAL CONTENT The course consists of 3 days of workshop based material, day 1 - Fault zone processes, day 2 - Introduction to Geomechanics, day 3 -Structural interpretation of seismic data - uncertainty in seismic interpretation and attribute analysis.

InHuang et al. (a, b) published a SPRA methodology with the following characteristics different from the widely used Zion method: (a) seismic fragility curves are defined as a function of structural response parameters, such as floor spectral acceleration and story drift; (b) nonlinear response-history analysis is used to Author: Ying-Hsiu Shen, Yin-Nan Huang, Ching-Ching Yu.

Tom J. Temples X Dr. TOM J. TEMPLES is a consulting geologist and geophysicist with over 30 years of experience in geology, geophysics, health and safety relating to both the petroleum and environmental industries.

He is an adjunct professor at Clemson University and was formerly a Research Associate Professor at the University of South Carolina. ASCE Subject Headings: Structural behavior, Structural failures, Probability, Seismic effects, Structural analysis, Ductility, Seismic tests Journal of Structural Engineering Vol.

Issue 2 (February ). The stationary responses process of single-degree-of-freedom structural system is a stationary process with Markov property in displacement-speed space when the random earthquake load is simulated as flat noise or nearly flat noise.

In this paper, the seismic reliability of singe-degree-of-freedom structural system of which the structural responses is with Markov property is studied according Author: Zhen Hao Zhang, Wei Jun Yang. Seismic Analysis and Design of RC Buildings to provide an understanding of the concepts, issues, techniques, technologies and tools involved in the analysis – An integrated overview structural mechanics • Static Vs Dynamic Analysis • Seismic Vs Non-seismic Design – Fundamental Principles of Structural Dynamics.

Seismic Response Analysis: Median SSI model, and response analysis methods for the traditional and advanced SPRA approaches. Seismic Fragility Evaluation: Subset of components requiring seismic fragility evaluation, seismicAuthor: Justin Coleman.The dynamic behavior of the structure shows two structural sensitive zones: at the base, and at the bottom of the standard stories.

The comparison between the pushover (based on the first bending mode) and the dynamic analysis shows very close maximal deformed shapes of the structure.Seismic Vulnerability Analysis Report 1 Seismic Vulnerability Analysis Report Executive Summary The risk of an earthquake causing the Alaskan Way Viaduct to fall down is significantly higher than was previously thought.

Until now, it was estimated that it would take seismic ground motions with a year return period to initiate collapseFile Size: 3MB.

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