Design of Earthquake Resistance Buildings Steel Building

[david-smith]

Design of Earthquake Resistance Buildings Steel Building

Author: Dr. F. Nateghi | Size: 1.8 MB | Format: PDF | Quality: Original preprint | Publisher: Iran International Institute of Earthquake Engineering and Seismology | Year: 2003 | pages: 135 | ISBN: N/A

PART I Building Information
1. General Information 1
1.1. Architectural Information
1.2. General Structural Information
1.3. Soil Properties
1.4. Material Properties
1.5. Design and Analysis Criteria
2. General and Basic Loading Information 4
2.1. Dead Loads
2.2. Live Loads
2.3. Soil Pressure Loads
2.4. Wind Loads
2.5. Quake Loads
2.6. Loading Summary
3. Composite Beam Design 19
3.1. Composite beam type A
3.2. Composite beam type B
4. Diaphragm Control 33
5. Chiller Joints Design 35
6. Stair beams design 36
6.1. Beam design
6.2. Stair connection design
7. Loading combinations 38
8. Base plate design 39
8.1. Base plate 1 (450*450*25)
8.2. Base plate 2 (420*420*25)
8.3. Base plate 3 (400*400*25)
9. Section definition 45
9.1. Column sections
9.2. Beam sections
9.3. Bracing sections
PART II MRF SYSTEM DESIGN
1. Structural Bearing System 57
2. Computer modeling 57
3. Exact Loading Information 58
4. Analyzing Information 60
5. Analyzing output 61
6. Structural Design 61
7. Column Design 61
a. Column Section Design
b. Column Connectors
8. Beam Design 80
9. Rigid connection Design 83
10. Story Drift Control 88
11. P-Δ Effect 92
12. Service earthquake 92
13. Overturning control 93
14. Vertical Earthquake Control 94
15. Uplift Control 94
16. Foundation design 95
PART III BRACING in One Direction and Frame in another
1. Structural Bearing System 97
2. Braced Frame Locating 97
3. Exact Loading Information 97
4. Brace Design 100
5. Story Drift Control 106
6. P-Δ Effect 109
7. Foundation design 109
PART IV ECCENTRIC Bracing in both directions
1. Structural Bearing System 113
2. Braced Frame Locating 113
3. Exact Loading Information 113
4. EBF Design 115
5. Story Drift Control 120
Weight Comparing of structures 123
Appendix A: ETABS Input data 124

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