MARC details
000 -LEADER |
fixed length control field |
03354cam a2200313 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
200901s2020 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.2020.Ah.P |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Ahmed Gamal Fouad Ali |
245 10 - TITLE STATEMENT |
Title |
Pushoveranalysis of RC building frameswith symmetrical setback / |
Statement of responsibility, etc. |
Ahmed Gamal Fouad Ali ; Supervised Bahaa E. H. Mahmoud , Nayer A. Elesnawy |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
التحليل الإنشائى بالدفع الجانبى لإطارات المبانى الخرسانية ذات الإرتدادات المتماثلة |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Ahmed Gamal Fouad Ali , |
Date of publication, distribution, etc. |
2020 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
197 P. : |
Other physical details |
charts , facimiles ; |
Dimensions |
25cm |
502 ## - DISSERTATION NOTE |
Dissertation note |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
520 ## - SUMMARY, ETC. |
Summary, etc. |
Multi-storey moment-resisting frames should have sufficient capacity to resist damage under earthquake excitations. The main parameters that affect the seismic capacity are stiffness, mass, and strength. Due to modern architectural design demands, geometrical irregularities have become one of the most practical problems forstructural engineers.These irregularities can be in either plan or elevation. The most common reason for the irregularities in elevation is the presence of setbacks. A lot ofresearchhas been performed to study the seismic capacity of structures with setbacks and derive methods to improve their seismic performance.The pushover analysis is a non-linear static technique used to evaluate the seismic capacity of structures. Standard pushover analyses stated in ATC-40, EC8, and FEMA-356 are limited for buildings with regular geometry. Investigating the capacity and performance of buildings with setbacks using thestandard pushover analysis may not be possible as it does not takeinto account the contribution of higher modes.There is limited research in the literature using the pushover analysis methods for buildings with setbacks. In order to investigate and provide a solution for this practical problem, the performance of standard pushover analysis, and other advanced pushover methodologies for buildings with the setbacks, have been examined.In this thesis, the seismic capacity and performance of several reinforced concrete multi-storey moment-resisting RC frames with setbacks are investigated using four pushover analysis methods: the mass proportional uniform pushover analysis, the mass proportional triangular pushover analysis, the method of modal combinations, and the improved upper bound method. Also, the non-linear time-history analysis using seven scaled earthquakes is applied to determine the mean values and standard deviations for the seismic responses.The results of the storey drifts for serviceability,inter-story drifts for damage and the base shear for strength determined by the pushover analysis methods are compared with the mean results determined by the non-lineartime-history analysis |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Pushover analysis |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
RC frames |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Symmetrical setback |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Bahaa E. H. Mahmoud , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Nayer A. Elesnawy , |
Relator term |
|
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Nazla |
Reviser |
Revisor |
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Shimaa |
Reviser |
Cataloger |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
Dewey Decimal Classification |
Koha item type |
Thesis |