MARC details
000 -LEADER |
fixed length control field |
02667cam a2200325 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
160313s2015 ua d 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) |
Holding library |
Deposite |
097 ## - Thesis Degree |
Thesis Level |
M.Sc |
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
Classification number |
Cai01.13.05.M.Sc.2015.Do.E |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Doaa Mohamed Ahmed Youssef |
245 10 - TITLE STATEMENT |
Title |
Effect of reducing concrete shrinkage on the axial capacity of cft composite columns / |
Statement of responsibility, etc. |
Doaa Mohamed Ahmed Youssef; Supervised Osman Mohamed Ramadan , Sameh Samir Fahmy , Hazem Mostafa Ramadan |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
تأثير تقليل انكماش الخرسانة على المقاومة المحورية للأعمدة المركبة من اسطوانة صلب مملؤة بالخرسانة |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Doaa Mohamed Ahmed Youssef , |
Date of publication, distribution, etc. |
2015 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
89 P. : |
Other physical details |
charts ; |
Dimensions |
30cm |
502 ## - DISSERTATION NOTE |
Dissertation note |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
520 ## - SUMMARY, ETC. |
Summary, etc. |
Composite columns are constructed using various combinations of steel and concrete in an attempt to utilize the beneficial properties of each material. In modern structural constructions, concrete-{uFB01}lled steel tubular (CFT) columns have gradually become a central element in structural systems like supporting platforms in marine structures, columns supporting roofs of storage tanks, bridge piers, piles, warehouses and high-rise buildings in recent years and in general as columns in structures located in earthquake zones due to their superior ductility. This thesis presents an experimental evaluation to the performance of six conventional concrete and twenty four Shrinkage Reducing Admixtures (CSRA) in concrete filled seamless steel tubular composite columns under monotonically increasing compressive axial load till failure as well as to examine the effects of different percentages of (CSRA) on the mechanical behavior of circular CFT composite columns, failure modes, bond carrying capacity and the confinement of the steel tube through different column dimensions. The experimental results obtained were compared with some national and international codes such as ECP-205, ECP-205, EC4, and AISC. Also results were compared to Theoretical Ultimate Load Resistance and Theoretical Confined Concrete (Mander 1988) |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Bond Strength |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
CFT in filled tubes |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Composite column |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Hazem Mostafa Ramadan , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Osman Mohamed Ramadan , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Sameh Samir Fahmy , |
Relator term |
|
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Aml |
Reviser |
Cataloger |
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Nazla |
Reviser |
Revisor |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
Dewey Decimal Classification |
Koha item type |
Thesis |