Table Of Content Of Vajja.docx
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Table Of Content Of Vajja.docx as PDF for free.
More details
- Words: 1,093
- Pages: 9
DECLARATION
We Hemant Yadav, Prince Chaudhary & Vajja Lokesh, students of B.Tech Civil Engineering hereby declare that the project titled “Retrofitting Of Historical Structure” which is submitted by us to Department of Civil Engineering, Amity School of Engineering & Technology, Amity University, Noida, Uttar Pradesh, in partial fulfillment of requirement for the award of the degree of Bachelor of Technology in Civil, has not been previously formed the basis for the award of any degree, diploma or other similar title or recognition.
Noida Date: 12/05/2015
Hemant Yadav
Prince Chaudhary
Vajja Lokesh
Name and Signature of Students
i
CERTIFICATE
On the basis of declaration submitted by Hemant Yadav, Prince Chaudhary, Vajja Lokesh students of B.Tech Civil Engineering, I hereby certified that the project titled “Retrofitting Of Historical Structure” which is submitted to Department of Civil Engineering, Amity School of Engineering and Technology, Amity University, Uttar Pradesh, Noida in partial fulfillment of the requirement for the award of the degree of Bachelor of Technology in Civil Engineering, is an original contribution with existing knowledge and faithful record of work carried out by them under my guidance and supervision. To the best of my knowledge this work has not been submitted in part or full for any Degree or Diploma to this University or elsewhere.
Noida
Nilesh Brindavan Mishra Facuilty Guide
Date: 27/03/2019 Department of Civil Engineering Amity School of Engineering & Technology Amity University, Noida, Uttar Pradesh
ii
ACKNOWLEDGEMENT
Any accomplishment requires the effort of many people and there are no exceptions. The report being submitted today is a result of collective effort. Although the report has been solely prepared by us with the purpose of fulfilling the requirements of the degree of Bachelor of Technology in Civil Engineering, there are innumerous helping hands behind it who have guided us on our way. Our sincere gratitude goes to our faculty guide Mr. Nilesh Brindavan Mishra for his constant guidance and encouragement during the course of project work. We wish to extend our heartfelt thanks to all the subject teachers who have helped us to perform the task and be familiar to the practical aspect and uses of theoretical knowledge. We are very grateful to our parents for their encouragement and financial assistance.
iii
ABSTRACT India is a country with rich Architecture and cultural heritage with large number of historical and Monumental buildings. During earth quakes there is loss in damage of structure. The buildings have not been designed to absorb these earthquakes, the major structural damage will occur. Historical and Monumental buildings are especially vulnerable in case of earthquakes. Much of the damage that occurs during an earthquake is directly related to the buildings existing conditions and maintenance history. Well maintained buildings even without adding reinforcements, survive better than buildings weakened by lack of maintenance. once they lost the part of our history is lost forever. So by retrofitting of buildings we can save our historical buildings that show our ancient architecture to upcoming generations.
iv
TABLE OF CONTENT DECLARATION
i
CERTIFICATE
ii
ACKNOWLEDGEMENT
iii
ABSTRACT
iv
LIST OF CONTENT
V
LIST OF FIGURES
vI
LIST OF TABLES
ix
CHAPTER 1- INTRODUCTION
1
1.1 Scope and objective of the project.
2
1.2 Methodology used.
2
1.3 Earthquake resistant Low Rise Building.
2
CHAPTER 2 – LITERATURE REVIEW
3
CHAPTER 3 – ANAYSIS OF THE STRUCTURE
6
3.1 Time period for structure 1.
7
3.2 Time period for structure 2.
8
3.3 Aim of retrofitting. CHAPTER 4 – STRESS ANALYSIS FOR LATREAL LOAD WITH AND WITHOUT OPENING
10 11
4.1 Model of the structure.
11
4.2 Load vs Deflection readings and graph.
12
4.3 Analysis without opening in the structure.
14
4.3.1 For structure 1.
14
4.3.2 For structure 2.
19
4.3.3 For structure 3.
23
4.3.4 For structure 4.
27
4.4 Analysis with opening
31
4.4.1 Structure 5
31
CHAPTER 5 - CONCLUSION
36
CHAPTER 6 - REFRENCES
37
v
LIST OF FIGURES Figure Number
Name Of Figure
Page Number
3.1
Plan and elevation of 1st structure.
6
3.2
Plan and elevation of the 2nd structure.
6
3.3
Roof of allh hu din khilji tomb.
10
4.1
Frame structure in Staad-pro.
11
4.2
Front view of 3d model.
11
4.3
Side view of 3d model in Staad pro.
12
4.4
Load vs deflection graph.
13
4.5
Deflection and bending moment diagram.
14
4.6
Max absolute stresses in plate and max absolute stresses in structure 1.
15
4.7
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 1.
16
4.8
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 1.
17
4.9
Max top von mis stress in plate and max von mis stress.in structure 1.
18
4.10
Max absolute stresses in plate and max absolute stresses in structure 2.
19
vi
4.11
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 2.
20
4.12
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 2.
21
4.13
Max top von mis stress in plate and max von mis stress.in structure 2.
22
4.14
Max absolute stresses in plate and max absolute stresses in structure 3.
23
4.15
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 3.
24
4.16
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 3.
25
4.17
Max top von mis stress in plate and max von mis stress.in structure 3.
26
4.18
Max absolute stresses in plate and max absolute stresses in structure 4.
27
4.19
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 4.
28
4.20
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 4.
29
4.21
Max top von mis stress in plate and max von mis stress.in structure 4.
30
vii
4.22
Frame model of structure 5
31
4.23
3D model of structure 5
31
4.24
Max absolute stresses in plate and max absolute stresses in structure 5.
32
4.25
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 5.
33
4.26
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 5.
34
4.27
Max top von mis stress in plate and max von mis stress.in structure 5.
35
viii
LIST OF TABLES
Table Number 4.1
Name Of Table Load and deflection.
Page Number 13
ix
We Hemant Yadav, Prince Chaudhary & Vajja Lokesh, students of B.Tech Civil Engineering hereby declare that the project titled “Retrofitting Of Historical Structure” which is submitted by us to Department of Civil Engineering, Amity School of Engineering & Technology, Amity University, Noida, Uttar Pradesh, in partial fulfillment of requirement for the award of the degree of Bachelor of Technology in Civil, has not been previously formed the basis for the award of any degree, diploma or other similar title or recognition.
Noida Date: 12/05/2015
Hemant Yadav
Prince Chaudhary
Vajja Lokesh
Name and Signature of Students
i
CERTIFICATE
On the basis of declaration submitted by Hemant Yadav, Prince Chaudhary, Vajja Lokesh students of B.Tech Civil Engineering, I hereby certified that the project titled “Retrofitting Of Historical Structure” which is submitted to Department of Civil Engineering, Amity School of Engineering and Technology, Amity University, Uttar Pradesh, Noida in partial fulfillment of the requirement for the award of the degree of Bachelor of Technology in Civil Engineering, is an original contribution with existing knowledge and faithful record of work carried out by them under my guidance and supervision. To the best of my knowledge this work has not been submitted in part or full for any Degree or Diploma to this University or elsewhere.
Noida
Nilesh Brindavan Mishra Facuilty Guide
Date: 27/03/2019 Department of Civil Engineering Amity School of Engineering & Technology Amity University, Noida, Uttar Pradesh
ii
ACKNOWLEDGEMENT
Any accomplishment requires the effort of many people and there are no exceptions. The report being submitted today is a result of collective effort. Although the report has been solely prepared by us with the purpose of fulfilling the requirements of the degree of Bachelor of Technology in Civil Engineering, there are innumerous helping hands behind it who have guided us on our way. Our sincere gratitude goes to our faculty guide Mr. Nilesh Brindavan Mishra for his constant guidance and encouragement during the course of project work. We wish to extend our heartfelt thanks to all the subject teachers who have helped us to perform the task and be familiar to the practical aspect and uses of theoretical knowledge. We are very grateful to our parents for their encouragement and financial assistance.
iii
ABSTRACT India is a country with rich Architecture and cultural heritage with large number of historical and Monumental buildings. During earth quakes there is loss in damage of structure. The buildings have not been designed to absorb these earthquakes, the major structural damage will occur. Historical and Monumental buildings are especially vulnerable in case of earthquakes. Much of the damage that occurs during an earthquake is directly related to the buildings existing conditions and maintenance history. Well maintained buildings even without adding reinforcements, survive better than buildings weakened by lack of maintenance. once they lost the part of our history is lost forever. So by retrofitting of buildings we can save our historical buildings that show our ancient architecture to upcoming generations.
iv
TABLE OF CONTENT DECLARATION
i
CERTIFICATE
ii
ACKNOWLEDGEMENT
iii
ABSTRACT
iv
LIST OF CONTENT
V
LIST OF FIGURES
vI
LIST OF TABLES
ix
CHAPTER 1- INTRODUCTION
1
1.1 Scope and objective of the project.
2
1.2 Methodology used.
2
1.3 Earthquake resistant Low Rise Building.
2
CHAPTER 2 – LITERATURE REVIEW
3
CHAPTER 3 – ANAYSIS OF THE STRUCTURE
6
3.1 Time period for structure 1.
7
3.2 Time period for structure 2.
8
3.3 Aim of retrofitting. CHAPTER 4 – STRESS ANALYSIS FOR LATREAL LOAD WITH AND WITHOUT OPENING
10 11
4.1 Model of the structure.
11
4.2 Load vs Deflection readings and graph.
12
4.3 Analysis without opening in the structure.
14
4.3.1 For structure 1.
14
4.3.2 For structure 2.
19
4.3.3 For structure 3.
23
4.3.4 For structure 4.
27
4.4 Analysis with opening
31
4.4.1 Structure 5
31
CHAPTER 5 - CONCLUSION
36
CHAPTER 6 - REFRENCES
37
v
LIST OF FIGURES Figure Number
Name Of Figure
Page Number
3.1
Plan and elevation of 1st structure.
6
3.2
Plan and elevation of the 2nd structure.
6
3.3
Roof of allh hu din khilji tomb.
10
4.1
Frame structure in Staad-pro.
11
4.2
Front view of 3d model.
11
4.3
Side view of 3d model in Staad pro.
12
4.4
Load vs deflection graph.
13
4.5
Deflection and bending moment diagram.
14
4.6
Max absolute stresses in plate and max absolute stresses in structure 1.
15
4.7
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 1.
16
4.8
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 1.
17
4.9
Max top von mis stress in plate and max von mis stress.in structure 1.
18
4.10
Max absolute stresses in plate and max absolute stresses in structure 2.
19
vi
4.11
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 2.
20
4.12
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 2.
21
4.13
Max top von mis stress in plate and max von mis stress.in structure 2.
22
4.14
Max absolute stresses in plate and max absolute stresses in structure 3.
23
4.15
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 3.
24
4.16
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 3.
25
4.17
Max top von mis stress in plate and max von mis stress.in structure 3.
26
4.18
Max absolute stresses in plate and max absolute stresses in structure 4.
27
4.19
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 4.
28
4.20
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 4.
29
4.21
Max top von mis stress in plate and max von mis stress.in structure 4.
30
vii
4.22
Frame model of structure 5
31
4.23
3D model of structure 5
31
4.24
Max absolute stresses in plate and max absolute stresses in structure 5.
32
4.25
Max top stress (Principal major stress) in plate and max top stress (Principal major stress).in structure 5.
33
4.26
Min top stress (Principal minor stress) in plate and min top stress (Principal minor stress).in structure 5.
34
4.27
Max top von mis stress in plate and max von mis stress.in structure 5.
35
viii
LIST OF TABLES
Table Number 4.1
Name Of Table Load and deflection.
Page Number 13
ix
Related Documents
Table Of Content Table Of Content Table Of Content
April 2020 27
Table Of Content
November 2019 25
Table Of Content
November 2019 30
Table Of Content
August 2019 28
Table Of Content
October 2019 24
Table Of Content Of Vajja.docx
October 2019 20More Documents from "arun yadav"
Graph.xlsx
October 2019 12
Module.docx
October 2019 19
Samsung Notes.pdf
October 2019 14
Table Of Content Of Vajja.docx
October 2019 20
