MARC details
| 000 -LEADER |
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| fixed length control field |
02544cam a2200301 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 |
190403s2018 ua dh f m 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
EG-GiCUC |
| Language of cataloging |
eng |
| Transcribing agency |
EG-GiCUC |
| 041 0# - LANGUAGE CODE |
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| Language code of text/sound track or separate title |
eng |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
Deposite |
| 097 ## - Thesis Degree |
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| Thesis Level |
M.Sc |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
|---|
| Classification number |
Cai01.13.05.M.Sc.2018.Ah.N |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Ahmed Mostafa Elsaied Ali Ghanem |
| 245 10 - TITLE STATEMENT |
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| Title |
Numerical analysis of the behavior of precast l-shaped beams / |
| Statement of responsibility, etc. |
Ahmed Mostafa Elsaied Ali Ghanem ; Supervised Adel Yahia Akl |
| 246 15 - VARYING FORM OF TITLE |
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| Title proper/short title |
L التحليل العددى لسلوك الكمرات سابقة الصب على شكل حرف |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Cairo : |
| Name of publisher, distributor, etc. |
Ahmed Mostafa Elsaied Ali Ghanem , |
| Date of publication, distribution, etc. |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
106 P. : |
| Other physical details |
charts , facsimiles ; |
| 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. |
Precast spandrel L-shaped beams are commonly used in the perimeter of precast parking structures to transfer deck loads to vertical members. The unsymmetrical cross section of these beams which supports eccentric loads resulting in combined shear, torsion and flexure forces makes spandrel L-shaped beams one of the most critical elements in precast construction.These loading conditions forces the spandrel beams to significantly rotate about its weak axis. This lateral deflection increases as loads increase that may cause instability of the beam.Therefore, limiting this lateral deflection has become the subject of many studies for these types of beams. The main challenges facing L-shaped beams are shear and torsion distress in their end regions near supports where they experience a skew bending failure. The objective of this research is to study the behavior of these beams under combined loading conditions.Testing full scale spandrel beams with their large cross section was believed to be costly. Therefore, this research introduces a parametric study including 16 finite element models to investigate the effect of various factors believed to influence the behavior of these types of beams. Moreover, this research introduces new proposed special connections that reduce the rotation of spandrel L-shaped beams. Results of the parametric study are encouraging to reduce the lateral deflection of the spandrels to minimum |
| 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 |
Fnite element |
| 653 #4 - INDEX TERM--UNCONTROLLED |
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| Uncontrolled term |
Nonlinear analysis |
| 653 #4 - INDEX TERM--UNCONTROLLED |
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| Uncontrolled term |
Skew bending failure |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Adel Yahia Akl , |
| Relator term |
|
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
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| Cataloger |
Nazla |
| Reviser |
Revisor |
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Shimaa |
| Reviser |
Cataloger |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
