Design of super structure of bow string girder bridge at Nadiad (Softcopy is also available) (Record no. 55092)

MARC details
000 -LEADER
fixed length control field 02931nam a2200181Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180908s9999||||xx |||||||||||||| ||und||
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number SD TH-0240
Item number PAT
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Patel, Zeel Pareshkumar (PT401616)
245 #0 - TITLE STATEMENT
Title Design of super structure of bow string girder bridge at Nadiad (Softcopy is also available)
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Date of publication, distribution, etc 2018
300 ## - PHYSICAL DESCRIPTION
Extent xvii,155p.,8sheets
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note TABLE OF CONTENTS<br/>UNDERTAKING III<br/>CERTIFICATE IV<br/>ACKNOWLEDGEMENT V<br/>ABSTRACT VI<br/>TABLE OF CONTENTS VII<br/>LIST OF TABLES X<br/>LISTS OF FIGURES XIV<br/>NOTATIONS XV<br/>1. INTRODUCTION 1<br/>1.1 Description of Bridge 1<br/>1.2 Classification of Bridge 2<br/>1.3 Description of bow-string girder bridge 3<br/>1.4 Overall structural behaviour 6<br/>1.5 Location of project 7<br/>1.6 Project details 9<br/>2. LITERATURE REVIEW & REVIEW OF DESIGN DOCUMENTS 10<br/>2.1 Literature reviews 10<br/>2.2 Review of design documents & codes 11<br/>3. OBJECTIVES & METHODOLOGY 13<br/>3.1 Objectives 13<br/>3.2 Scope of work 13<br/>3.3 Methodology 14<br/>3.3.1 Overview of methodology 14<br/>3.3.2 Preparation of gad 14<br/>3.3.3 Load calculation 14<br/>3.3.4 Load combinations (Table B-2, Table B-3, IRC:6-2016) 15<br/>3.3.5 Modelling 15<br/>3.3.6 Analysis procedure 19<br/>3.3.7 Design procedure 19<br/>4. ANALYSIS RESULT 20<br/>4.1 Comparison of analysis by varying height of arch 20<br/>4.2 Comparison of analysis by varying distance between hangers 23<br/>4.3 Comparison of analysis by varying distance between tie beam 27<br/>4.4 Comparison of analysis by varying number of arch tie beam 30<br/>4.5 Comparison of analysis for vehicle collision load 33<br/>5. DESIGN RESULTS 36<br/>5.1 Design procedure 36<br/>5.1.1 Section check 37<br/>5.1.2 Section classification 37<br/>5.1.3 Design of elements for ULS 38<br/>5.1.4 Design of stiffeners for ULS 44<br/>5.1.5 Design of elements for SLS 45<br/>5.1.6 Design of stiffeners for SLS 47<br/>5.2 Design of member 48<br/>5.2.1 Design of main beam 48<br/>5.2.2 Design of hanger 50<br/>5.2.3 Design of arch 52<br/>5.2.4 Design of end tie beam 54<br/>5.2.5 Design of tie beam 56<br/>5.2.6 Design of arch-tie beam 58<br/>5.3 Design of connections. 59<br/>5.3.1 Design of main beam connection 61<br/>5.3.2 Design of hanger connection 62<br/>5.3.3 Design of arch connection 63<br/>5.3.4 Design of end tie beam connection 64<br/>5.3.5 Design of tie beam connection 65<br/>5.3.6 Design of arch-tie beam connection 66<br/>5.3.7 Design of connection at bearings 67<br/>5.3.8 Overall design summary 68<br/>6. CONCLUSIONS 70<br/>6.1 Conclusions 70<br/>6.2 Future work 70<br/>7. REFERENCES 71<br/>7.1 Standard Specifications and Code of practice 71<br/>7.2 R.D.S.O. (Research Designs and Standards Organisation) 71<br/>7.3 Research paper & Books 72<br/>8. ANNEXURES 73<br/>
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Kadia, Bhanubhai N. (Guide)
890 ## - Country
Country India
891 ## - Topic
Topic 2016 Batch
891 ## - Topic
Topic FT-PG
891 ## - Topic
Topic Structural Design
Holdings
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    Dewey Decimal Classification     Faculty of Technology   CEPT Library CEPT Library 08/09/2018 Faculty of Technology SD TH-0240 PAT 019913 08/09/2018 08/09/2018 Thesis
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