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Design of Blast Resistant Buildings in Petrochemical Facilities Second Edition [Pehme köide]

  • Formaat: Paperback / softback, 300 pages, kaal: 363 g
  • Ilmumisaeg: 30-May-2011
  • Kirjastus: American Society of Civil Engineers
  • ISBN-10: 0784410887
  • ISBN-13: 9780784410882
Teised raamatud teemal:
Design of Blast Resistant Buildings in Petrochemical Facilities Second EditionSuurem pilt
  • Formaat: Paperback / softback, 300 pages, kaal: 363 g
  • Ilmumisaeg: 30-May-2011
  • Kirjastus: American Society of Civil Engineers
  • ISBN-10: 0784410887
  • ISBN-13: 9780784410882
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780784410882.html
Märksõnad:
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.
Chapter 1 Introduction
1(5)
1.1 Background
1(1)
1.2 Purpose and Scope
2(1)
1.3 Related Industry Guidelines, Specifications, & Codes
3(1)
1.4 Blast Resistant Design Process
3(3)
Chapter 2 General Considerations
6(6)
2.1 Introduction
6(1)
2.2 OSHA Requirements
6(1)
2.3 Objectives of Blast Resistant Design
7(1)
2.4 Buildings Requiring Blast Resistant Design
7(1)
2.5 Siting Considerations
8(1)
2.6 Offshore Facilities
9(1)
2.7 Non-Building Structures, Equipment, & Infrastructure
9(3)
Chapter 3 Determination of Loads
12(22)
3.1 Introduction
12(1)
3.2 Types of Explosions
12(2)
3.3 Blast Wave Parameters
14(6)
3.4 Determination of Vapor Cloud Design Overpressures
20(4)
3.5 Building Blast Loading
24(5)
3.6 Computational Fluid Dynamics
29(5)
Appendix 3 Blast Load Example
31(3)
Chapter 4 Types of Construction
34(14)
4.1 Introduction
34(1)
4.2 General Considerations
34(1)
4.3 Common Systems for Petrochemical Buildings
35(4)
4.4 Blast Resistant Modular Steel-Framed Buildings
39(6)
4.5 Other Systems
45(3)
Chapter 5 Dynamic Material Strength and Response Criteria
48(24)
5.1 Introduction
48(1)
5.2 Static Versus Dynamic Response
48(1)
5.3 Resistance-Deflection Function
49(1)
5.4 Material and Structural Element Types
50(4)
5.5 Dynamic Material Properties
54(7)
5.6 Deformation Limits
61(11)
Appendix 5.A Summary Tables for Dynamic Material Strength
67(2)
Appendix 5.B Summary Tables for Response Criteria
69(3)
Chapter 6 Dynamic Analysis Methods
72(28)
6.1 Introduction
72(1)
6.2 Key Concepts
72(4)
6.3 Equivalent Static Method
76(1)
6.4 Single Degree of Freedom Systems
76(14)
6.5 Multi-Degree of Freedom Systems
90(3)
6.6 Applications
93(7)
Appendix 6 Numerical Integration Method
97(3)
Chapter 7 Design Procedures
100(20)
7.1 Introduction
100(1)
7.2 General Design Concepts
100(4)
7.3 Member Design Process
104(2)
7.4 Reinforced Concrete Design
106(3)
7.5 Steel Design
109(4)
7.6 Reinforced Masonry Design
113(1)
7.7 Foundation Design
114(4)
7.8 Design Against Projectiles
118(2)
Chapter 8 Typical Details
120(7)
8.1 Introduction
120(1)
8.2 General Considerations
120(1)
8.3 Enhanced Pre-Engineered Metal Building Construction
120(1)
8.4 Masonry Wall Construction
120(1)
8.5 Metal Clad Construction
121(1)
8.6 Precast Concrete Wall Construction
121(1)
8.7 Cast-in-Place Concrete Wall Construction
121(6)
Chapter 9 Ancillary and Architectural Considerations
127(8)
9.1 Introduction
127(1)
9.2 General Considerations
127(1)
9.3 Doors
127(4)
9.4 Windows
131(2)
9.5 Utility Openings
133(1)
9.6 Interior Design Considerations
133(1)
9.7 Exterior Considerations
134(1)
Chapter 10 Evaluation and Upgrade of Existing Buildings
135(29)
10.1 Introduction
135(1)
10.2 Evaluation Strategies
135(2)
10.3 Blast Resistant Upgrade Options
137(2)
10.4 Upgrades for Structural Member Connections
139(3)
10.5 Upgrades for Structural Framing Members
142(2)
10.6 Upgrades for Metal Panel Wall and Roof Systems
144(2)
10.7 Upgrades for Concrete Masonry (CMU) & Concrete Walls
146(6)
10.8 Upgrade with Blast Resistant Shield Wall
152(3)
10.9 Upgrades for Roof Systems
155(1)
10.10 Wall and Roof Catch System Upgrades
156(1)
10.11 Blast Resistant Shell Upgrades
157(2)
10.12 Window Upgrades
159(2)
10.13 Door Upgrades
161(3)
Chapter 11 Shear Wall Building Design Example
164(58)
11.1 Introduction
164(1)
11.2 Structural System
164(2)
11.3 Design Data
166(1)
11.4 Exterior Walls (out-of-plane loads)
167(7)
11.5 Roof Slab (in-plane loads)
174(5)
11.6 Side Wall (in-plane loads)
179(5)
11.7 Roof Slab (out-of-plane loads)
184(7)
11.8 Roof Beams
191(6)
11.9 Roof Beam Connection
197(2)
11.10 Roof Girders
199(6)
11.11 Roof Girder Connection
205(2)
11.12 Columns
207(6)
11.13 Column Base Plate and Anchor Bolt Design
213(2)
11.14 Foundation
215(7)
Chapter 12 Metal Building Design Example
222(41)
12.1 Introduction
222(1)
12.2 Structural System
222(3)
12.3 Design Data
225(1)
12.4 Roof Decking
226(5)
12.5 Wall Panels
231(4)
12.6 Roof Purlins
235(9)
12.7 Wall Girts
244(4)
12.8 Rigid Frames
248(7)
12.9 Braced Frames
255(4)
12.10 Foundation
259(4)
Chapter 13 Masonry Retrofit Design Example
263(13)
13.1 Introduction
263(1)
13.2 Structural System
263(1)
13.3 Design Data
264(1)
13.4 Existing Wall Evaluation
265(3)
13.5 Option #1 Reinforce Existing Wall
268(3)
13.6 Option #2 New Reinforced Concrete Wall
271(3)
13.7 Conclusion
274(2)
Nomenclature 276(7)
Glossary 283(4)
References 287(10)
Index 297