MARC details
000 -LEADER |
fixed length control field |
02319cam a2200313 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
160313s2015 ua e 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.Ah.A |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Ahmed Ali Abdelfattah Mohamed |
245 10 - TITLE STATEMENT |
Title |
Assessment of alternative methods for calculation of seismic separation distance in comparison to the Egyptian code / |
Statement of responsibility, etc. |
Ahmed Ali Abdelfattah Mohamed ; Supervised Walid Abdellatif Attia , Manar Mohamed Maher Hussein |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
تقييم الطرق البديلة المتاحة لحساب الفاصل الزلزالى بين المباني المتجاورة و مقارنتها بالكود المصرى |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Ahmed Ali Abdelfattah Mohamed , |
Date of publication, distribution, etc. |
2015 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
155 P. : |
Other physical details |
plans ; |
Dimensions |
30cm |
502 ## - DISSERTATION NOTE |
Dissertation note |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
520 ## - SUMMARY, ETC. |
Summary, etc. |
Lateral deformations during earthquakes leads seismic codes to require that adjacent buildings should be separated by a minimum distance to avoid pounding. In this study, the Egyptian code formula for seismic gap calculation was investigated. Several case studies of adjacent buildings with different heights and periods of vibrations were used to check the consistency in results. First, non - linear analysis was performed to calculate the inelastic displacements of buildings; the results were used to evaluate the relation between elastic and inelastic displacements due to the ductility of resisting elements. Then, different criteria were used to calculate the minimum separation distance and results were compared to the Egyptian code. Last, a verification analysis was conducted to guarantee that no pounding occurred. Results obtained showed that the code overestimated the seismic gap, especially when adjacent buildings had close values for the periods of vibrations |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Earthquake resistant design |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Reinforced concrete structures |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Seismic loads |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Manar Mohamed Maher Hussein , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Walid Abdellatif Attia , |
Relator term |
|
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Nazla |
Reviser |
Revisor |
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Samia |
Reviser |
Cataloger |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
Dewey Decimal Classification |
Koha item type |
Thesis |