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Comparative Analysis of Empirical Gas Explosion Models and Blast Resistant Design of PC Panels : 가스 폭발 실용모델 및 PC 패널의 방폭설계에 관한 비교분석 연구

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dc.contributor.advisor강현구-
dc.contributor.author이수현-
dc.date.accessioned2017-07-14T04:03:45Z-
dc.date.available2017-07-14T04:03:45Z-
dc.date.issued2016-02-
dc.identifier.other000000133637-
dc.identifier.urihttps://hdl.handle.net/10371/124138-
dc.description학위논문 (석사)-- 서울대학교 대학원 : 건축학과, 2016. 2. 강현구.-
dc.description.abstractEquipment in onshore plants is installed densely and therefore highly exposed to gas explosion. For protection of life and property, blast resistant design is applied to main buildings, but there are no guidelines for design. Major petroleum companies like BECHTEL or BP plc. make their specifications for blast resistant designs based on TNT equivalent mass. Recently, because gas explosions have various results depending on various external conditions, the TNO multi-energy method or Baker-Strehlow-Tang (BST) methods are mainly used. The conditions are considered in the form of the class or Mach number in the TNO multi-energy or BST method, respectively. The class or Mach number is rarely chosen except by some well-established overseas consultancy companies. This thesis studies which class or Mach number of the TNO multi-energy or the BST method corresponds to the overpressure by existing guidelines, which are based on the TNT equivalency method. The different overpressure, duration, and impulse of three methods are analyzed. The various design results by these methods are also researched.
Based on the studies, overpressure of the most conservative guideline – the explosion by 1 ton of TNT at a distance of 100 ft. (30.5 m) – has the class number between 6 and 7 or the Mach number between 0.7 and 1.0. When the three methods predict the similar overpressure, the TNT equivalency method provides the shortest duration and smallest impulse. The overpressure by the TNT equivalency method decreases with increasing distance. The higher class or Mach number has shorter duration and larger impulse.
When these methods are applied in blast resistant designs based on this scenario, the TNT equivalency and the TNO multi-energy methods predict the largest and smallest overpressure, respectively. Two response parameters, ductility ratio and support rotation, are used to check design. When blast resistant PC panels are checked, the TNT equivalency, TNO multi-energy and BST methods predict ductility ratio as 10.5, 0.82 and 25.2. Predicted support rotation is 5.1°, 0.4° and 11.5°. Based on these criteria, this wall design only can be passed as evaluated by the TNO multi-energy method. When blast resistant PC panel connections are designed, the ratio of required connection is 3:1:2
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dc.description.abstractTNT equivalency, TNO multi-energy, BST method. These studies show different results when different gas explosion methods are applied on blast resistant designs. Many domestic engineering companies still use TNT equivalent mass for blast resistant designs. As plant design orders of other countries increase, it may be anticipated that research about the TNO multi-energy and BST methods is needed. Because this thesis suggests the relation the TNT equivalency method and the TNO multi-energy or BST methods and shows the different results generated by each, it can help engineers who do blast resistant design with these methods.-
dc.description.tableofcontentsChapter 1. Introduction 1
1.1 Background of research 1
1.2 Objective 3

Chapter 2. Literature Review 5
2.1 Gas explosion 5
2.1.1 Definition of explosion 5
2.1.2 Characteristics of gas explosion 6
2.2 Empirical model 6
2.2.1 Empirical model 7
2.2.2 TNT equivalency method (TNT EM) 8
2.2.3 TNO multi-energy method (TNO MEM) 13
2.2.4 Baker-Strehlow-Tang (BST) method 18
2.2.5 Congestion Assessment Method (CAM) 24
2.3 Other models 26
2.3.1 Phenomenological model 26
2.3.2 Computational fluid dynamics (CFD) 26
2.4 Blast load by explosion 28
2.4.1 Parameters 28
2.4.2 Blast load applied on members 32

Chapter 3. Comparative Analysis of Empirical Gas Explosion Models 38
3.1 Standard of comparison 38
3.2 Overpressure (PSO) 40
3.2.1 Number 40
3.2.2 Distance 42
3.3 Positive duration (t+) 47
3.3.1 Number 47
3.3.2 Distance 48
3.4 Impulse (I) 52
3.4.1 Number 52
3.4.2 Distance 53
3.5 Shape of blast wave 57

Chapter 4. Comparative Analysis of Blast Resistant Design Using Various Empirical Models 59
4.1 Scope of blast resistant design 59
4.2 Determination of blast load 60
4.2.1 Overpressure 60
4.2.2 Static blast load 62
4.3 Analysis of structural behavior under static blast load 65
4.3.1 Modeling 65
4.3.2 Members name 67
4.3.3 Axial force 68
4.3.4 Shear force 70
4.3.5 Moment 72
4.3.6 Deformation 74
4.4 Comparative dynamic analysis for wall design check 78
4.4.1 Equivalent SDOF system of unit model 78
4.4.2 Wall design check 81
4.5 Connection design 86
4.5.1 Schematic design 86
4.5.2 Design force 87
4.5.3 Design condition 89
4.5.4 Dynamic properties of materials 89
4.5.5 Applied force 92
4.6 Capacity of connection under blast load 93
4.6.1 Angle 93
4.6.2 Bolt capacity 95
4.6.3 Welding 96
4.6.4 Total capacity of connection 97
4.6.5 Required number of connection 98

Chapter 5. Conclusion 99
5.1 Gas explosion model 99
5.2 Comparative analysis and different designs of three empirical methods 100

References 105

Appendix 110
Appendix A : Comparative Analysis of Gas Explosion Methods 110
Appendix B : Overpressure by Scenario 116
Appendix C : Equivalent Static Blast Load 121

국문초록 126
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dc.formatapplication/pdf-
dc.format.extent2955693 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectgas explosion-
dc.subjectempirical gas explosion prediction model-
dc.subjectequivalent static blast load-
dc.subjectblast resistant design-
dc.subjectPC panel-
dc.subject.ddc690-
dc.titleComparative Analysis of Empirical Gas Explosion Models and Blast Resistant Design of PC Panels-
dc.title.alternative가스 폭발 실용모델 및 PC 패널의 방폭설계에 관한 비교분석 연구-
dc.typeThesis-
dc.contributor.AlternativeAuthorRee, Suhyun-
dc.description.degreeMaster-
dc.citation.pages130-
dc.contributor.affiliation공과대학 건축학과-
dc.date.awarded2016-02-
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