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Assessment of alternative methods for calculation of seismic separation distance in comparison to the Egyptian code / (Record no. 55489)

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
Holdings
Source of classification or shelving scheme Not for loan Home library Current library Date acquired Full call number Barcode Date last seen Koha item type Copy number
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 11.02.2024 Cai01.13.05.M.Sc.2015.Ah.A 01010110068241000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2015.Ah.A 01020110068241000 22.09.2023 CD - Rom 68241.CD