Design of blast-resistant buildings in petrochemical facilities
Prepared by the Task Committee on Blast-Resistant Design of the Petrochemical Committee of the Energy Division of ASCE. This report provides general guidelines for the structural design of blast-resistant petrochemical facilities, updating the 1997 original edition. Information is provided regarding...
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Corporate Author: | |
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Format: | eBook |
Language: | English |
Published: |
Reston, Va. :
American Society of Civil Engineers,
©2010.
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Edition: | 2nd ed. |
Subjects: | |
ISBN: | 9780784474303 0784474303 0784410887 9780784410882 |
Physical Description: | 1 online resource (x, 300 pages) : illustrations |
LEADER | 06542cam a2200481Ma 4500 | ||
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001 | kn-ocn769188998 | ||
003 | OCoLC | ||
005 | 20240717213016.0 | ||
006 | m o d | ||
007 | cr cn||||||||| | ||
008 | 101129s2010 vaua ob 001 0 eng d | ||
040 | |a E7B |b eng |e pn |c E7B |d YDXCP |d N$T |d KNOVL |d OCLCQ |d ZCU |d DEBSZ |d OCLCQ |d KNOVL |d MYG |d KNOVL |d OCLCQ |d OCLCF |d KNOVL |d EBLCP |d OCLCQ |d LOA |d STF |d OCLCQ |d UIU |d DKU |d OCLCQ |d COCUF |d MOR |d PIFAG |d MERUC |d OCLCQ |d U3W |d REB |d WRM |d EZ9 |d RRP |d ICG |d INT |d VT2 |d AU@ |d CEF |d OCLCQ |d WYU |d YOU |d OCLCQ |d VASCE |d DKC |d OCLCQ |d ERF |d OCLCQ |d OCLCO |d OCLCQ |d OCLCO |d OCLCL |d NUI |d SXB | ||
020 | |a 9780784474303 |q (electronic bk.) | ||
020 | |a 0784474303 |q (electronic bk.) | ||
020 | |z 0784410887 | ||
020 | |z 9780784410882 | ||
035 | |a (OCoLC)769188998 |z (OCoLC)960201527 |z (OCoLC)961616824 |z (OCoLC)962708090 |z (OCoLC)988419393 |z (OCoLC)991960718 |z (OCoLC)1026462652 |z (OCoLC)1037940310 |z (OCoLC)1038601729 |z (OCoLC)1047583820 |z (OCoLC)1055365894 |z (OCoLC)1058109555 |z (OCoLC)1062890879 |z (OCoLC)1081291943 | ||
245 | 0 | 0 | |a Design of blast-resistant buildings in petrochemical facilities / |c prepared by Task Committee on Blast-Resistant Design of the Petrochemical Committee of the Energy Division of the American Society of Civil Engineers. |
250 | |a 2nd ed. | ||
260 | |a Reston, Va. : |b American Society of Civil Engineers, |c ©2010. | ||
300 | |a 1 online resource (x, 300 pages) : |b illustrations | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
504 | |a Includes bibliographical references (pages 287-296) and index. | ||
505 | 0 | |a Cover -- Table of Contents -- Chapter 1: Introduction -- 1.1 Background -- 1.2 Purpose and Scope -- 1.3 Related Industry Guidelines, Specifications, & Codes -- 1.4 Blast Resistant Design Process -- Chapter 2: General Considerations -- 2.1 Introduction -- 2.2 OSHA Requirements -- 2.3 Objectives of Blast Resistant Design -- 2.4 Buildings Requiring Blast Resistant Design -- 2.5 Siting Considerations -- 2.6 Offshore Facilities -- 2.7 Non-Building Structures, Equipment, & Infrastructure -- Chapter 3: Determination of Loads -- 3.1 Introduction | |
505 | 8 | |a 3.2 Types of Explosions3.3 Blast Wave Parameters -- 3.4 Determination of Vapor Cloud Design Overpressures -- 3.5 Building Blast Loading -- 3.6 Computational Fluid Dynamics -- Appendix 3 Blast Load Example -- Chapter 4: Types of Construction -- 4.1 Introduction -- 4.2 General Considerations -- 4.3 Common Systems for Petrochemical Buildings -- 4.4 Blast Resistant Modular Steel-Framed Buildings -- 4.5 Other Systems -- Chapter 5: Dynamic Material Strength and Response Criteria -- 5.1 Introduction -- 5.2 Static Versus Dynamic Response | |
505 | 8 | |a 5.3 Resistance-Deflection Function5.4 Material and Structural Element Types -- 5.5 Dynamic Material Properties -- 5.6 Deformation Limits -- Appendix 5.A: Summary Tables for Dynamic Material Strength -- Appendix 5.B: Summary Tables for Response Criteria -- Chapter 6: Dynamic Analysis Methods -- 6.1 Introduction -- 6.2 Key Concepts -- 6.3 Equivalent Static Method -- 6.4 Single Degree of Freedom Systems -- 6.5 Multi-Degree of Freedom Systems -- 6.6 Applications -- Appendix 6 Numerical Integration Method -- Chapter 7: Design Procedures -- 7.1 Introduction | |
505 | 8 | |a 7.2 General Design Concepts7.3 Member Design Process -- 7.4 Reinforced Concrete Design -- 7.5 Steel Design -- 7.6 Reinforced Masonry Design -- 7.7 Foundation Design -- 7.8 Design Against Projectiles -- Chapter 8: Typical Details -- 8.1 Introduction -- 8.2 General Considerations -- 8.3 Enhanced Pre-Engineered Metal Building Construction -- 8.4 Masonry Wall Construction -- 8.5 Metal Clad Construction -- 8.6 Precast Concrete Wall Construction -- 8.7 Cast-in-Place Concrete Wall Construction -- Chapter 9: Ancillary and Architectural Considerations | |
505 | 8 | |a 9.1 Introduction9.2 General Considerations -- 9.3 Doors -- 9.4 Windows -- 9.5 Utility Openings -- 9.6 Interior Design Considerations -- 9.7 Exterior Considerations -- Chapter 10: Evaluation and Upgrade of Existing Buildings -- 10.1 Introduction -- 10.2 Evaluation Strategies -- 10.3 Blast Resistant Upgrade Options -- 10.4 Upgrades for Structural Member Connections -- 10.5 Upgrades for Structural Framing Members -- 10.6 Upgrades for Metal Panel Wall and Roof Systems -- 10.7 Upgrades for Concrete Masonry (CMU) & Concrete Walls | |
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
520 | 3 | |a Prepared by the Task Committee on Blast-Resistant Design of the Petrochemical Committee of the Energy Division of ASCE. This report provides general guidelines for the structural design of blast-resistant petrochemical facilities, updating the 1997 original edition. Information is provided regarding U.S. Occupational Safety and Health Administration (OSHA) requirements, design objectives, siting considerations, and load determination. References cite sources of detailed information. Detailed coverage is included for types of construction, dynamic material strengths, allowable response criteria, analysis methods, and design procedures. Typical details and ancillary considerations, such as doors and windows, are also included. A how-to discussion on the upgrade of existing buildings is provided for older facilities which may not meet current needs. Three example calculations are included to illustrate design procedures. This report will be of interest to structural and petrochemical engineers involved in the design and construction of petrochemical facilities. | |
590 | |a Knovel |b Knovel (All titles) | ||
650 | 0 | |a Petroleum refineries |x Design and construction. | |
650 | 0 | |a Petroleum refineries |x Fires and fire prevention. | |
650 | 0 | |a Explosions. | |
650 | 0 | |a Buildings |x Blast effects. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
710 | 2 | |a Society of Civil Engineers. |b Task Committee on Blast Resistant Design. | |
776 | 0 | 8 | |i Print version: |t Design of blast-resistant buildings in petrochemical facilities. |b 2nd ed. |d Reston, Va. : American Society of Civil Engineers, ©2010 |w (DLC) 2010045567 |
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