MARC details
| 000 -LEADER |
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| fixed length control field |
02360cam a2200313 a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
EG-GiCUC |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
180908s2018 ua dh f m 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
EG-GiCUC |
| Language of cataloging |
eng |
| Transcribing agency |
EG-GiCUC |
| 041 0# - LANGUAGE CODE |
|---|
| Language code of text/sound track or separate title |
eng |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
Deposite |
| 097 ## - Thesis Degree |
|---|
| Thesis Level |
M.Sc |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
|---|
| Classification number |
Cai01.13.05.M.Sc.2018.Am.E |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Amira Adel Abdelhamed Radwan |
| 245 10 - TITLE STATEMENT |
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| Title |
Experimental behavior of flexural strengthening of preloaded reinforced concrete continuous beams / |
| Statement of responsibility, etc. |
Amira Adel Abdelhamed Radwan ; Supervised Hamed Mahmoud Salem Hadhoud , Khaled Farouk Omar Elkashif |
| 246 15 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
دراسة عملية لسلوك الكمرات الخرسانية المسلحة المستمرة سابقة التحميل والمدعمة تحت تأثير عزوم الإنحناء |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Cairo : |
| Name of publisher, distributor, etc. |
Amira Adel Abdelhamed Radwan , |
| Date of publication, distribution, etc. |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
118 P. : |
| Other physical details |
charts , facsimile ; |
| Dimensions |
30cm |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
The thesis presents an experimental investigation of the flexural strengthening of preloaded reinforced concrete continuous beams. Two types of strengthening were used; strengthening with RC layers and strengthening with CFRP sheets. Parameters which were studied were the preloading level and the type of strengthening. The results demonstrated that decreasing the preloading level in case of strengthening with RC layers has an essential role in increasing the flexural load-carrying capacity and the deflection of RC continuous beams, while in case of strengthening with CFRP sheets it doesn{u2019}t influence the flexural load-carrying capacity and the deflection of RC continuous beams. In addition, strengthening by extremely cheap and traditional materials like RC layers resulted in an increase in the load-carrying capacity plus high deflections conservation. While strengthening with CFRP was not an effective strengthening technique due to its high cost, low deflections and the sudden failure resulted |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
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| Additional physical form available note |
Issued also as CD |
| 653 #4 - INDEX TERM--UNCONTROLLED |
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| Uncontrolled term |
Flexural Strengthening |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Preloaded RC Continuous Beams |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
RC Layers |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Hamed Mahmoud Salem Hadhoud , |
| Relator term |
|
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Khaled Farouk Omar Elkashif , |
| Relator term |
|
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Nazla |
| Reviser |
Revisor |
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Shimaa. |
| Reviser |
Cataloger |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
