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تحلیل ارتعاشاتی مخزن هوایی تعادل فشار آب جزیره کیش
ناحومی، حمید رضا Nahumi, Hamid Reza
Cataloging brief
تحلیل ارتعاشاتی مخزن هوایی تعادل فشار آب جزیره کیش
پدیدآور اصلی :
ناحومی، حمید رضا Nahumi, Hamid Reza
ناشر :
صنعتی شریف
سال انتشار :
1402
موضوع ها :
مخزن هوایی Elevated Tank بتن Concrete روش اجزای محدود Finite Element Method بار زلزله...
شماره راهنما :
58-56208
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Chapter 1 Introduction
(12)
1.1 Introduction
(12)
Chapter 2
(17)
Chapter 3
(20)
3.1 Introduction
(20)
3.1.1 Municipal water distribution network
(20)
3.1.2 Water tanks
(21)
3.1.3 Types of water tanks
(22)
3.1.4 Elevated water tank
(22)
3.1.5 Operation of elevated water tanks
(22)
3.1.6 Types of elevated water tanks
(23)
3.1.7 Types of elevated water tanks in terms of appearance
(27)
3.1.8 Application of elevated water tank
(27)
3.1.9 Determining the volume of the elevated water tank
(27)
3.1.10 Types of elevated water tanks in terms of volume
(28)
3.1.11 Kish elevated water tank
(28)
3.1.12 Safety of elevated water tanks
(29)
3.2 Examples of deterioration of elevated reservoirs
(30)
3.2.1 Manjil earthquake report about deterioration and damages of elevated water tanks
(30)
3.2.2 Bam earthquake in 2003
(33)
3.3 The behavior of elevated water tanks against earthquakes
(34)
3.3.1 General breakdowns in liquid storage tanks and their causes
(34)
3.4 Calculation of forces and loading
(35)
3.4.1 Loads on elevated water tanks
(35)
3.4.2 How to calculate loads
(35)
3.4.3 Hydrodynamic pressures in reservoirs
(37)
3.5 Other important factors
(37)
3.5.1 The effect of flexibility of tank walls
(37)
3.5.2 Effect on Soil and tank interaction
(39)
3.5.3 Inelastic vibration torsional behavior of elevated reservoirs
(41)
Chapter 4
(42)
4.1 Modeling
(42)
4.1.1 Computer aided design
(42)
4.1.2 SolidWorks
(42)
4.1.3 2D design
(43)
4.1.4 3D design
(45)
4.2 Finite element analysis and the concept of nonlinear analysis
(46)
4.2.1 Abaqus
(47)
4.2.2 Modeling of reinforced concrete finite elements in Abaqus
(48)
4.2.3 Parameters required for modeling reinforced concrete finite elements
(48)
4.2.4 Reinforcement modeling
(51)
4.2.5 Property
(51)
4.2.6 Step
(53)
4.3 Analysis in the empty state
(54)
4.3.1 Load
(54)
4.4 Analysis in half-full mode
(58)
4.5 Analysis in full mode
(61)
4.6 Power Spectrum Analysis
(64)
4.7 The effect of the roof of the structure
(67)
Chapter 5
(69)
5.1 Conclusion
(69)
5.2 Suggestions
(70)
