MARC details
000 -LEADER |
fixed length control field |
02675cam a2200313 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
150418s2014 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) |
Holding library |
Deposite |
097 ## - Thesis Degree |
Thesis Level |
M.Sc |
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
Classification number |
Cai01.13.05.M.Sc.2014.Ib.N |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Ibrahim Ragab Attia Sallam |
245 10 - TITLE STATEMENT |
Title |
Numerical evaluation of Tie-force method for design of reinforced concrete structures against progressive collapse / |
Statement of responsibility, etc. |
Ibrahim Ragab Attia Sallam ; Supervised Hamed M. Salem , Islam M. Ehabbal |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
تقييم عددى لطريقة قوى الشداد المستخدمة فى تصميم المنشأت الخرسانية لمقاومة الانهيار المتتابع |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Ibrahim Ragab Attia Sallam , |
Date of publication, distribution, etc. |
2014 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
261 , 70 P. : |
Other physical details |
charts , facsimiles ; |
Dimensions |
30cm |
502 ## - DISSERTATION NOTE |
Dissertation note |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
520 ## - SUMMARY, ETC. |
Summary, etc. |
In the current study numerical evaluation of Tie-Force method is carried out for design of reinforced concrete structures against progressive collapse. The structure was designed according to Egyptian Code of Practice (ECP). Fully nonlinear dynamic analysis for the structure is carried out using Applied Element Method. According to UFC code, primary vertical structural element is removed and structure behavior is investigated. The results are compared to the UFC limits which are rotation of beams, columns and joints. Also the effect of lateral load direction was investigated. The results shows that the designed reinforced concrete structures designed according to ECP satisfy BS in all vertical and horizontal ties. The designed reinforced concrete structures designed according to ECP satisfy UFC in all vertical ties but not satisfy horizontal ties. The required reinforcements for ties in slabs are greater than the minimum limits of reinforcement of ECP. The designed reinforced concrete structures designed according to ECP and tied according to BS met the UFC code limits. No progressive collapse was occurred in any case of removal for the designed reinforced concrete structures designed according to ECP and tied according to BS. Both of tying system for the designed reinforced concrete structures are safe but BS tying system is more economic than UFC tying system |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
APM |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Progressive Collapse |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Tie-Force |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Hamed Mohamed Mahmoud Salem , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Islam Mohamed Elhabbal , |
Relator term |
|
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Nazla |
Reviser |
Revisor |
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Soheir |
Reviser |
Cataloger |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
Dewey Decimal Classification |
Koha item type |
Thesis |