Bidirectional pushover analysis of buildings with non-orthogonal structural systems (Also available on CD) (Record no. 54773)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02180nam a2200193Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180731s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0212 |
| Item number | SOM |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Somani, Harshit (PT400818) |
| 245 #0 - TITLE STATEMENT | |
| Title | Bidirectional pushover analysis of buildings with non-orthogonal structural systems (Also available on CD) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | iv,vi,60p.,CD-ROM |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS <br/>ABSTRACT IV <br/>ACKNOWLEDGEMENTS V <br/>LIST OF TABLES VI <br/>LIST OF FIGURES VII <br/>LIST OF CONTENTS IX <br/>1 INTRODUCTION 1 <br/>1.1 EFFECT OF EARTHQUAKE ON IRREGULAR BUILDINGS 1 <br/>1.2 PROVISION IN IS-1893(PART-1):2002 FOR IRREGULAR BUILDINGS 4 <br/>1.3 OBJECTIVE OF STUDY 4 <br/>1.4 METHODOLOGY PROPOSED FOR STUDY 5 <br/>1.5 SCOPE OFWORK 5 <br/>1.6 OVERVIEW OF THE REPORT 5 <br/>2 LITERATURE REVIEW 7 <br/>2.1 GENERAL 7 <br/>2.2 BIDIRECTIONAL PUSHOVER ANALYSIS 9 <br/>2.3 PUSHOVER ANALYSIS 10 <br/>2.4 CAPACITY CURVE 10 <br/>2.5 DEMAND CURVE 11 <br/>2.6 PERFORMANCE POINT 11 <br/>2.7 STRUCTURAL BEHAVIOUR TYPE 11 <br/>2.8 DEFINITION OF HINGES 12 <br/>2.9 TYPE OF HINGES 12 <br/>2.10 KEY POINTS FROMRESEARCH PAPERS AND JOURNALS 13 <br/>3 PROBLEM FORMULATION 15 <br/>3.1 GEOMETRY OF BUILDINGS 15 <br/>3.2 MATERIAL PROPERTIES 17 <br/>3.3 TYPICAL SPECIFICATIONS 18 <br/>3.4 GRAVITY LOADS 18 <br/>3.5 EARTHQUAKE LOAD DEFINITIONS 19 <br/>3.6 LOAD COMBINATIONS 19<br/>3.7 DESIGN OF BUILDING 20 <br/>3.8 ASSIGNMENT OF HINGES 21 <br/>3.9 USER DEFINED RESPONSE SPECTRUM (SA/G VS. T) 22 <br/>3.10 PUSH LOAD CASES 22 <br/>3.11 STEPWISE PROCEDURE TO PERFORM BI-DIRECTIONAL PUSHOVER ANALYSIS IN SAP 2000 23 <br/>4 RESULTS, OBSERVATIONS AND CONCLUSION 29 <br/>4.1 OBSERVATIONS 35 <br/>4.2 CONCLUSION 36 <br/>4.3 EXAMPLE 37 <br/>4.3.1 MATERIAL PROPERTIES 39 <br/>4.3.2 DIMENSION OF SECTIONS 39 <br/>4.3.3 LOADS 39 <br/>4.3.4 LOAD COMBINATIONS 40 <br/>4.3.5 INTERNAL FORCES AND REINFORCEMENT AREA 42 <br/>4.3.6 COMPARISON OF CAPACITY CURVES 42 <br/>4.4 FUTURE SCOPE 45 <br/>5 REFERENCES 47 <br/>6 APPENDIX-I 49 <br/>7 APPENDIX-II 53<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Puthawala, Abuzar (Guide) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Shah, Dhara (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2014 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | Structural Design |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
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| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 31/07/2018 | Faculty of Technology | SD TH-0212 SOM | 019659 | 31/07/2018 | 31/07/2018 | Thesis |