Seismic Design Parameters for the Units of Industrial Facilities Considering the Performance Requirements of Built Environment
Seismic Design Parameters for the Units of Industrial Facilities Considering the Performance Requirements of Built Environment

Author: Francesca Celano

Publisher:

Published: 2020

Total Pages: 146

ISBN-13:

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In the first part of this thesis, a risk-targeted decision model for the verification of the seismic performance of a single industrial unit is presented. It includes the assessment of the seismic demand for a design earthquake and the seismic capacity, which is reduced by a risk-targeted safety factor. Such a safety factor implicitly guarantees the desired performance of the unit with a predefined target (acceptable) risk. The proposed risk-targeted decision model is similar to the code-based approach, which is familiar to engineers. However, it does not solve the issue of the definition of target risk for the units of an industrial facility. For this reason, the seismic design parameters for the units of an industrial facility should be evaluated for a tolerable risk considering the entire industrialised urban area, as introduced in the second part of the thesis. The proposed methodology comprises five processes: (1) fatality analysis with consideration of domino effects (e.g. fires, explosions, toxic dispersions); (2) population analysis to simulate the spatial and temporal variability of the distribution of people in the area; (3) seismic hazard analysis for the location; (4) definition of the tolerable risk in terms of the annual number of fatalities and (5) iterative adjustment of target fragility function of the industrial units. The last process comprises the disaggregation of the fatality risk, which provides useful information about the most critical units. The capability of the new framework for the risk-targeted design of units of an industrial facility is demonstrated by means of examples. It is shown that the domino effects can have a significant impact on the fatality risk. Moreover, the target seismic fragility functions of industrial units can vary significantly if the performance objective is defined by the fatality risk of the entire industrialised urban area.

Seismic Design of Industrial Facilities
Seismic Design of Industrial Facilities

Author: Sven Klinkel

Publisher: Springer Science & Business Media

Published: 2013-09-04

Total Pages: 623

ISBN-13: 3658028106

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Seismic Design of Industrial Facilities demands a deep knowledge on the seismic behaviour of the individual structural and non-structural components of the facility, possible interactions and last but not least the individual hazard potential of primary and secondary damages. From 26.-27. September 2013 the International Conference on Seismic Design of Industrial Facilities firstly addresses this broad field of work and research in one specialized conference. It brings together academics, researchers and professional engineers in order to discuss the challenges of seismic design for new and existing industrial facilities and to compile innovative current research. This volume contains 50 contributions to the SeDIF-Conference covering the following topics with respect to the specific conditions of plant design: · International building codes and guidelines on the seismic design of industrial facilities · Seismic design of non-structural components · Seismic design of silos and liquid-filled tanks - Soil-structure-interaction effects · Seismic safety evaluation, uncertainties and reliability analysis · Innovative seismic protection systems · Retrofitting The SeDIF-Conference is hosted by the Chair of Structural Statics and Dynamics of RWTH Aachen University, Germany, in cooperation with the Institute for Earthquake Engineering of the Dalian University of Technology, China.

Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation
Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation

Author:

Publisher: Government Printing Office

Published: 2015

Total Pages: 206

ISBN-13: 9780160926754

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The Rapid Visual Screening (RVS) handbook can be used by trained personnel to identify, inventory, and screen buildings that are potentially seismically vulnerable. The RVS procedure comprises a method and several forms that help users to quickly identify, inventory, and score buildings according to their risk of collapse if hit by major earthquakes. The RVS handbook describes how to identify the structural type and key weakness characteristics, how to complete the screening forms, and how to manage a successful RVS program.

Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings (FEMA 351)
Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings (FEMA 351)

Author: Federal Emergency Agency

Publisher: FEMA

Published: 2013-03-16

Total Pages: 256

ISBN-13:

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This report, FEMA-351 - Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings has been developed by the SAC Joint Venture under contract to the Federal Emergency Management Agency (FEMA) to provide structural engineers with recommended criteria for evaluation of the probable performance of existing steel moment-frame buildings in future earthquakes and to provide a basis for updating and revision of evaluation and rehabilitation guidelines and standards. It is one of a series of companion publications addressing the issue of the seismic performance of steel moment-frame buildings. The set of companion publications includes: FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. This publication provides recommended criteria, supplemental to FEMA-302 - 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, for the design and construction of steel moment-frame buildings and provides alternative performance-based design criteria. FEMA-351 - Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings. This publication provides recommended methods to evaluate the probable performance of existing steel moment-frame buildings in future earthquakes and to retrofit these buildings for improved performance. FEMA-352 - Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings. This publication provides recommendations for performing postearthquake inspections to detect damage in steel moment-frame buildings following an earthquake, evaluating the damaged buildings to determine their safety in the postearthquake environment, and repairing damaged buildings. FEMA-353 - Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications. This publication provides recommended specifications for the fabrication and erection of steel moment frames for seismic applications. The recommended design criteria contained in the other companion documents are based on the material and workmanship standards contained in this document, which also includes discussion of the basis for the quality control and quality assurance criteria contained in the recommended specifications. The information contained in these recommended evaluation and upgrade criteria, hereinafter referred to as Recommended Criteria, is presented in the form of specific recommendations for design and performance evaluation procedures together with supporting commentary explaining part of the basis for these recommendations.

Performance Based Seismic Design for Tall Buildings
Performance Based Seismic Design for Tall Buildings

Author: Ramin Golesorkhi

Publisher:

Published: 2017-10-30

Total Pages: 116

ISBN-13: 9780939493562

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Performance-Based Seismic Design (PBSD) is a structural design methodology that has become more common in urban centers around the world, particularly for the design of high-rise buildings. The primary benefit of PBSD is that it substantiates exceptions to prescribed code requirements, such as height limits applied to specific structural systems, and allows project teams to demonstrate higher performance levels for structures during a seismic event.However, the methodology also involves significantly more effort in the analysis and design stages, with verification of building performance required at multiple seismic demand levels using Nonlinear Response History Analysis (NRHA). The design process also requires substantial knowledge of overall building performance and analytical modeling, in order to proportion and detail structural systems to meet specific performance objectives.This CTBUH Technical Guide provides structural engineers, developers, and contractors with a general understanding of the PBSD process by presenting case studies that demonstrate the issues commonly encountered when using the methodology, along with their corresponding solutions. The guide also provides references to the latest industry guidelines, as applied in the western United States, with the goal of disseminating these methods to an international audience for the advancement and expansion of PBSD principles worldwide.

Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (FEMA 350)
Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (FEMA 350)

Author: Federal Emergency Agency

Publisher: FEMA

Published: 2013-03-16

Total Pages: 11

ISBN-13:

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This report, FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings has been developed by the SAC Joint Venture under contract to the Federal Emergency Management Agency (FEMA) to provide organizations engaged in the development of consensus design standards and building code provisions with recommended criteria for the design and construction of new buildings incorporating moment-resisting steel frame construction to resist the effects of earthquakes. It is one of a series of companion publications addressing the issue of the seismic performance of steel moment-frame buildings. The set of companion publications includes: FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. This publication provides recommended criteria, supplemental to FEMA-302 - 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, for the design and construction of steel moment-frame buildings and provides alternative performance-based design criteria. FEMA-351 - Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings. This publication provides recommended methods to evaluate the probable performance of existing steel moment-frame buildings in future earthquakes and to retrofit these buildings for improved performance. FEMA-352 - Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings. This publication provides recommendations for performing postearthquake inspections to detect damage in steel moment-frame buildings following an earthquake, evaluating the damaged buildings to determine their safety in the postearthquake environment, and repairing damaged buildings. FEMA-353 - Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications. This publication provides recommended specifications for the fabrication and erection of steel moment frames for seismic applications. The recommended design criteria contained in the other companion documents are based on the material and workmanship standards contained in this document, which also includes discussion of the basis for the quality control and quality assurance criteria contained in the recommended specifications. The information contained in these recommended design criteria, hereinafter referred to as Recommended Criteria, is presented in the form of specific design and performance evaluation procedures together with supporting commentary explaining part of the basis for these recommendations.

Seismic Design of Buildings
Seismic Design of Buildings

Author: Department of Department of Defense

Publisher:

Published: 2013-06

Total Pages: 136

ISBN-13: 9781548897697

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ePub version also available for use on Kindle, iPad, Android tablet, and iPhone. If you like this book, please leave positive review. This UFC cites the 2015 IBC as the primary basis for seismic design of new DoD buildings and their integral nonstructural systems and components. The 2015 IBC shall serve as the basic seismic design document for new DoD buildings. Where needed, modifications to the 2015 IBC and its referenced structural standard, ASCE 7-10, are provided in this UFC. Includes a list of applicable NIST cybersecurity publications for consideration. Why buy a book you can download for free? First you gotta find it and make sure it's the latest version (not always easy). Then you gotta print it using a network printer you share with 100 other people - and its outta paper - and the toner is low (take out the toner cartridge, shake it, then put it back). If it's just 10 pages, no problem, but if it's a 250-page book, you will need to punch 3 holes in all those pages and put it in a 3-ring binder. Takes at least an hour. An engineer that's paid $75 an hour has to do this himself (who has assistant's anymore?). If you are paid more than $10 an hour and use an ink jet printer, buying this book will save you money. It's much more cost-effective to just order the latest version from Amazon.com This book is published by 4th Watch Books and includes copyright material. We publish compact, tightly-bound, full-size books (8 � by 11 inches), with glossy covers. 4th Watch Books is a Service Disabled Veteran-Owned Small Business (SDVOSB). For more titles published by 4th Watch Books, please visit: cybah.webplus.net UFC 2-100-01 Installation Master Planning UFC 3-120-01 Design: Sign Standards UFC 3-101-01 Architecture UFC 3-440-01 Facility-Scale Renewable Energy Systems UFC 3-201-02 Landscape Architecture UFC 3-501-01 Electrical Engineering UFC 3-540-08 Utility-Scale Renewable Energy Systems UFC 3-550-01 Exterior Electrical Power Distribution UFC 3-550-07 Operation and Maintenance (O&M) Exterior Power Distribution Systems UFC 3-560-01 Electrical Safety, O & M UFC 3-520-01 Interior Electrical Systems UFC 4-010-06 Cybersecurity of Facility-Related Control Systems UFC 4-021-02 Electronic Security Systems by Department of Defense FC 4-141-05N Navy and Marine Corps Industrial Control Systems Monitoring Stations UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings UFC 4-020-01 DoD Security Engineering Facilities Planning Manual UFC 3-430-08N Central Heating Plant UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems UFC 3-810-01N Navy and Marine Corps Environmental Engineering for Facility Construction UFC 3-730-01 Programming Cost Estimates for Military Construction UFC 1-200-02 High-Performance and Sustainable Building Requirements UFC 3-301-01 Structural Engineering UFC 3-430-02FA Central Steam Boiler Plants UFC 3-430-11 Boiler Control Systems