MARC details
| 000 -LEADER |
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| fixed length control field |
05273namaa22003971i 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
OSt |
| 005 - أخر تعامل مع التسجيلة |
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| control field |
20240602115210.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
240530s2022 |||a|||fr|m|| 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| 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 |
| Language code of sung or spoken text |
ara |
| 049 ## - Acquisition Source |
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| Acquisition Source |
Deposit |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Classification number |
624.1 |
| 092 ## - LOCALLY ASSIGNED DEWEY CALL NUMBER (OCLC) |
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| Classification number |
624.1 |
| Edition number |
21 |
| 097 ## - Degree |
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| Degree |
Ph.D |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
|---|
| Local Call Number |
Cai01 13 05 Ph.D 2022 Mo.A |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Authority record control number or standard number |
Mohammed Sayed Abd Elaty Elsaye, |
| Preparation |
preparation. |
| 245 10 - TITLE STATEMENT |
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| Title |
Analysis And Design Of Non-Slender Steel Oval Hollow Section Subjected To Eccentric Axial Loading / |
| Statement of responsibility, etc. |
By Mohammed Sayed Abd Elaty Elsayed ; Under the Supervision of Prof. Dr. Sherif S. Safa. |
| 246 15 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
تحليل و تصميم القطاعات الصلب البيضاوية المفرغة الغير نحيفة المعرضة لحمل محورى لامركزي / |
| 264 #0 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
2022. |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
114 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
30 cm. + |
| Accompanying material |
CD. |
| 336 ## - CONTENT TYPE |
|---|
| Content type term |
text |
| Source |
rda content |
| 337 ## - MEDIA TYPE |
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| Media type term |
Unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
volume |
| Source |
rdacarrier |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (Ph.D)-Cairo University, 2022. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography: pages 99-101. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
Steel oval hollow sections (SOHS) are often used in construction due to their strength and<br/>aesthetic shape. However, current AISC360-16 specifications lack explicit rules for design<br/>of such sections. The purpose of this study is to investigate the strength of SOHS when<br/>subjected to eccentric loading. An experimental program was established to examine<br/>eccentrically loaded SOHS with different slenderness ratios, Lc/r, load eccentricities, e/D,<br/>wall- to- thickness ratios, h/t, and aspect ratios of section, h/w. The load obtained from tests<br/>was also compared to plastic theory and AISC360-16 design rules for RHS taking 3<br/>scenarios for converting SOHS to equivalent RHS revealing that a more convenient method<br/>should be used to assess the strength of non-slender SOHS. A numerical model of SOHS<br/>was established using ANSYS software and verified by comparison to test results obtained<br/>herein. The model was used to conduct an extensive parametric study on more than 360<br/>samples with wide range of geometric and loading parameters. The effect of each parameter<br/>on strength of SOHS was studied and it was found that it is possible to merge AISC360-16<br/>design rules for rectangular and circular hollow sections in the design of eccentrically<br/>loaded SOHS with some modifications to account for the behavior obtained herein. The<br/>proposed design approach provided compatible results with the numerical and test results<br/>obtained herein. |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
تهدف هذه الدراسة إلي تقييم القطاعات الصلب البيضاوية المفرغة عند خضوعها لحمل محوري لامركزي من أجل ذلك تم عمل اختبار معملي على 8 عينات مختلفة في الأبعاد مع أخد الإنحرافات الهندسية وخصائص الحديد في الأعتبار قبل التحميل. أثناء الأختبار تم قياس الإنضغاط المحوري و التشكلات الافقية فى الإتجاه الموازي و العمودي علي العينة , كما تم قراءة الإنفاعالات المحورية على القطاع حتي بلوغ الحمل الأقصي. و إستنادا الي نتائج الإختبار المعملي تم عمل نموذج تحليلي للقطاع البيضاوي باستخدام نظرية العناصر المحدودة و وتم التحقق منه عن طريق مقارنته بما أسفرت عنه نتائج الإختبار ثم تم إستخدام النموذج لعمل دراسة باراميترية شاملة بأكثر من 360 نموذج تحليلي لدراسة عدة متغيرات و هي نسبة النحافة، نسبة إرتفاع القطاع لسمكه ، لا مركزية الحمل و نسبة إرتفاع القطاع لعرضه وذلك لتحديد مدي تأثير كل متغير علي الحمل الأقصى للقطاعات البيضاوية. و بتحليل نتائج عينات المعمل و النماذج التحليلية قد تبين انه من الممكن دمج قواعد تصميم الكود الامريكي للقطاعات المستطيلة والدائرية المفرغه المحملة مركزيا واستخدامها لتصميم القطاعات الصلب البيضاوية المفرغة الغير نحيفة و المعرضة لحمل محوري لامركزي بعد عمل بعض التعديلات عليها .وقد قدم المنهج التصميمي المقترح نتائج ملائمة لنتائج الاختبارات الرقمية. |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
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| Issues CD |
Issued also as CD |
| 546 ## - LANGUAGE NOTE |
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| Text Language |
Text in English and abstract in Arabic & English. |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Structural Engineering |
| Source of heading or term |
qrmak |
| 653 #0 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Oval hollow section |
| -- |
Eccentric axial loading |
| -- |
Non-Slender section |
| -- |
Non-compact section |
| -- |
Beam column and finite element analysis |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Sherif S. Safar |
| Relator term |
thesis advisor. |
| 900 ## - Thesis Information |
|---|
| Grant date |
01-01-2022 |
| Supervisory body |
Sherif S. Safar |
| Discussion body |
Ahmed Farouk Hassan |
| -- |
Abdelrahim Khalil Dessouky |
| Universities |
Cairo University |
| Faculties |
Faculty of Engineering |
| Department |
Department of Structural Engineering |
| 905 ## - Cataloger and Reviser Names |
|---|
| Cataloger Name |
Eman Ghareeb |
| Reviser Names |
Huda |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
| Edition |
21 |
| Suppress in OPAC |
No |
