Comparative assessment for progressive collapse resistance of structures between Special Moment Resisting Frame (SMRF) and dual system (Soft copy is also available)
Material type:
TextPublication details: 2019Description: ii,10,xiv,80pDDC classification: - SD TH-0258 KHA
| Item type | Current library | Collection | Call number | Status | Date due | Barcode | Item holds | |
|---|---|---|---|---|---|---|---|---|
| Thesis | CEPT Library Processing Center | Faculty of Technology | SD TH-0258 KHA | Not for loan | 021597 |
CONTENTS
Undertaking i
Certificate iii
Acknowledgement v
Abstract vii
Table of Contents ix
List of tables xii
List of Figures xii
List of Graphs xiii
1. Introduction 1
1.1. Overview 1
1.2. History 1
1.3. Objective and Scope of Work 3
2. Literature Review 4
2.1.1. Design Philosophy 4
2.1.2. Design Methodology 4
2.2. Ductile Detailing 7
2.2.1. Material specifications 8
2.2.2. Beams 8
2.2.3. Columns 10
2.3. Guideline for Progressive Collapse Resistance of Structures 11
2.3.1. Design Approach 11
2.3.2. Design Requirement 11
2.3.3. Design Procedures 12
3. Methodology 21
3.1. Introduction 21
3.2. Details of Hypothetical Case Study 21
3.2.1. Loads and Load Combinations 24
3.2.2. Time Period and Base Shear 25
3.3. Design of Hypothetical Cases 26
3.4. Progressive Collapse Analysis 27
3.5. Details of Real Case Study 30
4. Results and Discussion 32
4.1. Case 1: G+10 - SMRF System - Zone III 32
4.1.1. Column Removal Location - Ground Floor 32
4.1.2. Column Removal Location - 5th Floor 34
4.1.3. Column Removal Location - 10th Floor 36
4.2. Case 2: G+10 - Dual System - Zone III 39
4.2.1. Column Removal Location - Ground Floor 39
4.2.2. Column Removal Location - 5th Floor 41
4.2.3. Column Removal Location - 10th Floor 43
4.3. Case 3: G+10 - SMRF System - Zone IV 46
4.3.1. Column Removal Location - Ground Floor 46
4.3.2. Column Removal Location - 5th Floor 48
4.3.3. Column Removal Location - 10th Floor 50
4.4. Case 4: G+10 - Dual System - Zone IV 53
4.4.1. Column Removal Location - Ground Floor 53
4.4.2. Column Removal Location - 5th Floor 55
4.4.3. Column Removal Location - 10th Floor 57
4.5. Comparative Assessment 60
4.5.1. : Zone Wise Comparison 60
4.5.2. : System Wise Comparison 63
4.6. Real Case: G+5 - SMRF System - Zone III 66
4.6.1. Column Removal Location - Ground Floor 66
4.6.2. Column Removal Location - 5th Floor 68
5. Conclusion 70
Bibliography 71
Annexure A: Calculation of Moment of Resistance 72
Annexure B: Example for Calculation of Member Capacities and DCRs 77
Annexure C: Comparison of DCRs of Beam when Detailed using IS13920:2016 and IS456:2000 79
There are no comments on this title.