{"id":78619,"date":"2024-10-17T18:23:54","date_gmt":"2024-10-17T18:23:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410882-2011\/"},"modified":"2024-10-24T19:37:33","modified_gmt":"2024-10-24T19:37:33","slug":"asce-9780784410882-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410882-2011\/","title":{"rendered":"ASCE 9780784410882 2011"},"content":{"rendered":"
This report provides general guidelines for the structural design of blast-resistant petrochemical facilities, updating the 1997 original edition.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Chapter 1: Introduction 1.1 Background <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 1.2 Purpose and Scope <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 1.3 Related Industry Guidelines, Specifications, & Codes 1.4 Blast Resistant Design Process <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Chapter 2: General Considerations 2.1 Introduction 2.2 OSHA Requirements <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 2.3 Objectives of Blast Resistant Design 2.4 Buildings Requiring Blast Resistant Design <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 2.5 Siting Considerations <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 2.6 Offshore Facilities 2.7 Non-Building Structures, Equipment, & Infrastructure <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Chapter 3: Determination of Loads 3.1 Introduction 3.2 Types of Explosions <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 3.3 Blast Wave Parameters <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 3.4 Determination of Vapor Cloud Design Overpressures <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 3.5 Building Blast Loading <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 3.6 Computational Fluid Dynamics <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Appendix 3 Blast Load Example <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Chapter 4: Types of Construction 4.1 Introduction 4.2 General Considerations <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 4.3 Common Systems for Petrochemical Buildings <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 4.4 Blast Resistant Modular Steel-Framed Buildings <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 4.5 Other Systems <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Chapter 5: Dynamic Material Strength and Response Criteria 5.1 Introduction 5.2 Static Versus Dynamic Response <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 5.3 Resistance-Deflection Function <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 5.4 Material and Structural Element Types <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 5.5 Dynamic Material Properties <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 5.6 Deformation Limits <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | Appendix 5.A: Summary Tables for Dynamic Material Strength <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Appendix 5.B: Summary Tables for Response Criteria <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | Chapter 6: Dynamic Analysis Methods 6.1 Introduction 6.2 Key Concepts <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 6.3 Equivalent Static Method 6.4 Single Degree of Freedom Systems <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | 6.5 Multi-Degree of Freedom Systems <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 6.6 Applications <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Appendix 6 Numerical Integration Method <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Chapter 7: Design Procedures 7.1 Introduction 7.2 General Design Concepts <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 7.3 Member Design Process <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 7.4 Reinforced Concrete Design <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 7.5 Steel Design <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 7.6 Reinforced Masonry Design <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 7.7 Foundation Design <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 7.8 Design Against Projectiles <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Chapter 8: Typical Details 8.1 Introduction 8.2 General Considerations 8.3 Enhanced Pre-Engineered Metal Building Construction 8.4 Masonry Wall Construction <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 8.5 Metal Clad Construction 8.6 Precast Concrete Wall Construction 8.7 Cast-in-Place Concrete Wall Construction <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Chapter 9: Ancillary and Architectural Considerations 9.1 Introduction 9.2 General Considerations 9.3 Doors <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | 9.4 Windows <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 9.5 Utility Openings 9.6 Interior Design Considerations <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | 9.7 Exterior Considerations <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Chapter 10: Evaluation and Upgrade of Existing Buildings 10.1 Introduction 10.2 Evaluation Strategies <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | 10.3 Blast Resistant Upgrade Options <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | 10.4 Upgrades for Structural Member Connections <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 10.5 Upgrades for Structural Framing Members <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | 10.6 Upgrades for Metal Panel Wall and Roof Systems <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 10.7 Upgrades for Concrete Masonry (CMU) & Concrete Walls <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | 10.8 Upgrade with Blast Resistant Shield Wall <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | 10.9 Upgrades for Roof Systems <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | 10.10 Wall and Roof Catch System Upgrades <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | 10.11 Blast Resistant Shell Upgrades <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | 10.12 Window Upgrades <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | 10.13 Door Upgrades <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Chapter 11: Shear Wall Building Design Example 11.1 Introduction 11.2 Structural System <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | 11.3 Design Data <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | 11.4 Exterior Walls (out-of-plane loads) <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | 11.5 Roof Slab (in-plane loads) <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | 11.6 Side Wall (in-plane loads) <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | 11.7 Roof Slab (out-of-plane loads) <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | 11.8 Roof Beams <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | 11.9 Roof Beam Connection <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | 11.10 Roof Girders <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | 11.11 Roof Girder Connection <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | 11.12 Columns <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | 11.13 Column Base Plate and Anchor Bolt Design <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | 11.14 Foundation <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Chapter 12: Metal Building Design Example 12.1 Introduction 12.2 Structural System <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | 12.3 Design Data <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | 12.4 Roof Decking <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | 12.5 Wall Panels <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | 12.6 Roof Purlins <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | 12.7 Wall Girts <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | 12.8 Rigid Frames <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | 12.9 Braced Frames <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | 12.10 Foundation <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | Chapter 13: Masonry Retrofit Design Example 13.1 Introduction 13.2 Structural System <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | 13.3 Design Data <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | 13.4 Existing Wall Evaluation <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | 13.5 Option #1: Reinforce Existing Wall <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | 13.6 Option #2: New Reinforced Concrete Wall <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | 13.7 Conclusion <\/td>\n<\/tr>\n | ||||||
287<\/td>\n | Nomenclature <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | Glossary A B C D E F <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | H I L M N O P R <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | S T U <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | V <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
308<\/td>\n | Index A B C D <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | E F L <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | M N O P R <\/td>\n<\/tr>\n | ||||||
311<\/td>\n | S T U W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design of Blast-Resistant Buildings in Petrochemical Facilities<\/b><\/p>\n |