Design of Blast Resistant Buildings in Petrochemical Facilities: First Edition

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ASCE Publications, 1 gen 1997 - 280 pagine
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This report provides general guidelines in the structural design of blast resistant petrochemical facilities. Informational coverage is provided for OSHA requirements, design objectives, siting considerations, and load determination with references mentioned for more detailed information. More detailed coverage is provided 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.
 

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Indice

INTRODUCTION
1-1
12 PURPOSE AND SCOPE
1-2
13 RELATED INDUSTRY GUIDELINES SPECIFICATIONS AND CODES
1-3
14 BLAST RESISTANT DESIGN PROCESS
1-4
GENERAL CONSIDERATIONS
1-6
23 OBJECTIVES OF BLAST RESISTANT DESIGN
1-7
25 SITING CONSIDERATIONS
1-8
DETERMINATION OF LOADS
1-10
84 MASONRY WALL CONSTRUCTION
1-110
ANCILLARY AND ARCHITECTURAL CONSIDERATIONS
1-116
94 WINDOWS
1-120
96 INTERIOR DESIGN CONSIDERATIONS
1-121
97 EXTERIOR CONSIDERATIONS
1-122
EVALUATION AND UPGRADE OF EXISTING BUILDINGS
10-1
103 UPGRADE OPTIONS
10-2
SHEAR WALL BUILDING DESIGN EXAMPLE
11-1

33 BLAST WAVE PARAMETERS
1-13
34 DETERMINATION OF VAPOR CLOUD DESIGN OVERPRESSURES
1-19
35 BUILDING BLAST LOADING
1-21
APPENDIX BLAST LOAD EXAMPLE
1-28
TYPES OF CONSTRUCTION
1-32
43 COMMON SYSTEMS FOR PETROCHEMICAL BUILDINGS
1-33
44 OTHER SYSTEMS
1-38
DYNAMIC MATERIAL STRENGTH AND RESPONSE CRITERIA
1-40
53 RESISTANCEDEFLECTION FUNCTION
1-41
54 MATERIAL AND STRUCTURAL ELEMENT TYPES
1-42
55 DYNAMIC MATERIAL PROPERTIES
1-47
56 DEFORMATION LIMITS
1-54
APPENDIX 5A SUMMARY TABLES FOR DYNAMIC MATERIAL STRENGTH
1-58
APPENDIX 5B SUMMARY TABLES FOR RESPONSE CRITERIA
1-60
DYNAMIC ANALYSIS METHODS
1-62
63 EQUIVALENT STATIC METHOD
1-66
64 SINGLE DEGREE OF FREEDOM SYSTEMS
1-67
65 MULTIDEGREE OF FREEDOM SYSTEMS
1-80
66 APPLICATIONS
1-84
APPENDIX NUMERICAL INTEGRATION METHOD
1-87
DESIGN PROCEDURES
1-90
73 MEMBER DESIGN PROCESS
1-94
74 REINFORCED CONCRETE DESIGN
1-97
15 STEEL DESIGN
1-100
76 REINFORCED MASONRY DESIGN
1-103
77 FOUNDATION DESIGN
1-105
TYPICAL DETAILS
1-109
113 DESIGN DATA
11-2
114 EXTERIOR WALLS outofplane loads
11-4
115 ROOF SLAB inplane loads
11-11
R116 SIDE WALL inplane loads
11-16
117 ROOF SLAB outofplane loads
11-21
118 ROOF BEAMS
11-27
119 ROOF GIRDERS
11-32
1110 COLUMNS
11-37
1111 FOUNDATION
11-41
METAL BUILDING DESIGN EXAMPLE
12-1
123 DESIGN DATA
12-4
124 ROOF DECKING
12-6
126 ROOF PULINS
12-10
127 WALL GIRTS
12-20
128 RIGID FRAMES
12-25
129 BRACED FRAMES
12-33
1210 FOUNDATION
12-37
MASONRY RETROFIT DESIGN EXAMPLE
12-41
133 Design Data
12-42
134 FRONT WALL EVALUATION
12-43
REINFORCE EXISTING WALL
12-46
NEW REINFORCED CONCRETE WALL
13-3
137 CONCLUSION
13-6
NOMENCLATURE
13-8
GLOSSARY
13-12
REFERENCES
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