Lateral torsional buckling analysis of thin-walled beam-column members / (Record no. 172235)
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000 -LEADER | |
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fixed length control field | 04252namaa22004331a 4500 |
003 - CONTROL NUMBER IDENTIFIER | |
control field | OSt |
005 - أخر تعامل مع التسجيلة | |
control field | 20250520151908.0 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 250520s2024 ua a|||frm||| 000 0 eng d |
040 ## - CATALOGING SOURCE | |
Original cataloguing agency | EG-GICUC |
Language of cataloging | eng |
Transcribing agency | EG-GICUC |
Modifying agency | EG-GICUC |
Description conventions | rda |
041 0# - LANGUAGE CODE | |
Language code of text/sound track or separate title | eng |
Language code of summary or abstract | eng |
-- | ara |
049 ## - Acquisition Source | |
Acquisition Source | Deposit |
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | 624.1 |
092 ## - LOCALLY ASSIGNED DEWEY CALL NUMBER (OCLC) | |
Classification number | 624.1 |
Edition number | 21 |
097 ## - Degree | |
Degree | M.Sc |
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
Local Call Number | Cai01.13.05.M.Sc.2024.Ib.L |
100 0# - MAIN ENTRY--PERSONAL NAME | |
Authority record control number or standard number | Ibrahim Magdy Ahmed Ismail Gomaa, |
Preparation | preparation. |
245 10 - TITLE STATEMENT | |
Title | Lateral torsional buckling analysis of thin-walled beam-column members / |
Statement of responsibility, etc. | by Ibrahim Magdy Ahmed Ismail Gomaa ; Supervisors Prof. Sherif A. Mourad, Prof. Magdi Mohareb, Dr. Saher Attia. |
246 15 - VARYING FORM OF TITLE | |
Title proper/short title | تحليل الإنبعاج الإلتوائي الجانبي للعناصر المعرضة لعزوم إنحناء وأحمال محورية ذات الجدران الرفيعة / |
264 #0 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
Date of production, publication, distribution, manufacture, or copyright notice | 2024. |
300 ## - PHYSICAL DESCRIPTION | |
Extent | 67 pages : |
Other physical details | illustrations ; |
Dimensions | 30 cm. + |
Accompanying material | CD. |
336 ## - CONTENT TYPE | |
Content type term | text |
Source | rda content |
337 ## - MEDIA TYPE | |
Media type term | Unmediated |
Source | rdamedia |
338 ## - CARRIER TYPE | |
Carrier type term | volume |
Source | rdacarrier |
502 ## - DISSERTATION NOTE | |
Dissertation note | Thesis (M.Sc)-Cairo University, 2024. |
504 ## - BIBLIOGRAPHY, ETC. NOTE | |
Bibliography, etc. note | Bibliography: pages 58-60. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | <br/>The present study was established to explain the importance of nonlinear prebuckling analysis of beam-columns on the buckling analysis and the need to evaluate it. Secondly, explain the mathematical derivation of the prebuckling finite element formulation of thin-walled open-section beam column from first principle by explaining the total potential energy of the problem, implementation of the variational principle and describing the shape functions used in the FE formulation. Thirdly, give a review on the buckling analysis of beam-columns of thin-walled open section. Fourthly, explain the analysis procedure and give a flowchart as a clearer representation of the analysis. Then, prove the validity of the present study and give examples to explain its strength in different applications. Lastly, give recommendations for future research to expand to other aspects related to the present study. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | تم إنشاء الدراسة الحالية لشرح أهمية التحليل اللاخطي قبل الانبعاج للعناصر المعرضة لعزوم انحناء وقوي محورية في تحليل الانبعاج والحاجة إلى تقييمه. ثانيًا، شرح الاستنتاج الرياضي لتشكيل العناصر المحددة قبل الانبعاج للعناصر المعرضة لعزوم انحناء وقوي محورية ذو المقطع المفتوح وذو الجدران الرقيقة من المبادئ الأساسية من خلال شرح الطاقة الكامنة الكلية للمسالة، وتطبيق مبدأ التباين، ووصف دوال تعريف شكل الانحناء المستخدمة في تشكيل العناصر المحددة. ثالثًا، تقديم مراجعة على تحليل الانبعاج للعناصر المعرضة لعزوم انحناء وقوي محورية ذات المقطع المفتوح والجدران الرقيقة. رابعًا، شرح طريقة الحل وتقديم مخطط لشرح الحل وجعله أكثر وضوحًا. ثم، إثبات صحة الدراسة الحالية وتقديم أمثلة لشرح قوتها في التطبيقات المختلفة. أخيرًا، تقديم توصيات للبحوث المستقبلية للتوسع في جوانب أخرى ذات صلة بالدراسة الحالية. |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE | |
Issues CD | Issues also as CD. |
546 ## - LANGUAGE NOTE | |
Text Language | Text in English and abstract in Arabic & English. |
650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Structural Engineering |
Source of heading or term | qrmak |
653 #0 - INDEX TERM--UNCONTROLLED | |
Uncontrolled term | Lateral-torsional buckling |
-- | Beam-column |
-- | Geometrically nonlinear analysis |
-- | Finite element formulation |
-- | Principle of stationary potential energy |
700 0# - ADDED ENTRY--PERSONAL NAME | |
Personal name | Sherif A. Mourad |
Relator term | thesis advisor. |
700 0# - ADDED ENTRY--PERSONAL NAME | |
Personal name | Magdi Mohareb |
Relator term | thesis advisor. |
700 0# - ADDED ENTRY--PERSONAL NAME | |
Personal name | Saher Attia |
Relator term | thesis advisor. |
900 ## - Thesis Information | |
Grant date | 01-01-2024 |
Supervisory body | Sherif A. Mourad |
-- | Magdi Mohareb |
-- | Saher Attia |
Discussion body | Adel Y. Akl |
-- | Abdelrahim K. M. Dessouki |
Universities | Cairo University |
Faculties | Faculty of Engineering |
Department | Department of Structural Engineering |
905 ## - Cataloger and Reviser Names | |
Cataloger Name | Shimaa |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Source of classification or shelving scheme | Dewey Decimal Classification |
Koha item type | Thesis |
Edition | 21 |
Suppress in OPAC | No |
Source of classification or shelving scheme | Home library | Current library | Date acquired | Inventory number | Full call number | Barcode | Date last seen | Effective from | Koha item type |
---|---|---|---|---|---|---|---|---|---|
Dewey Decimal Classification | المكتبة المركزبة الجديدة - جامعة القاهرة | قاعة الرسائل الجامعية - الدور الاول | 20.05.2025 | 91311 | Cai01.13.05.M.Sc.2024.Ib.L | 01010110091311000 | 20.05.2025 | 20.05.2025 | Thesis |