Behavior of high-rise steel building with the inclusion of warping
Other Title(s)
سلوك البناية الفولاذية العالية مع إدراج تشويه
Joint Authors
al-Husni, Hisham Muhammad
Sharif, Najla H.
al-Dami, Haytham Hasan Mutib
Source
Engineering and Technology Journal
Issue
Vol. 28, Issue 22 (31 Dec. 2010)23 p.
Publisher
Publication Date
2010-12-31
Country of Publication
Iraq
No. of Pages
23
Main Subjects
Topics
Abstract AR
في هذه الدراسة تم الحصول على إجراء رياضي لاحتساب الخواص القطاعية (sectorial properties) لخواص المقطع المكافئ لهياكل طوابق الأبنية العالية.
الصياغة استعملت بشكل كفؤ للحصول على الاهتزاز الحر (free vibration) و تحويل الأبنية العالية المكونة من العديد من الأعمدة و الأعتاب و جدران قص و نظم اسناد إلى عمود طويل مؤلفة من مجمعة من العقد و كل عقدة تمثل طابق له مواصفات مكافئة لجميع خواص أعضاء الطابق بعدما تم حساب هذه الخواص بالنسبة إلى مركز القص للبناية.
تم فرض عنصر الجدار الرقيق (thin-wall element) للعنصر المحدد مع اعتبار درجة حرية سابعة في كل عقدة.
و لأغراض الدراسة تشوه اللي الطولي (Warping) و تأثيره على الخواص الانثنائية، اللي و المحورية تم اعتماد نظام التمثيل المنفصل المميز (Direct element approach) للأبنية العالية.
و لأغراض الدراسة الحالية، تم فرض المقاطع تحت شرط رقيقة الجدران.
تم تطوير خوارزمية للحصول على خواص المقاطع للطابق الواحد في الأبنية العالية مع التقييد الضمني لتشوه اللي الطولي و أيضا دراسة أشكال أنماط الاهتزاز للأبنية العالية ذات المقاطع المختلفة.
و لتدقيق كفاءة الإجراء الرياضي و إظهار صحته في التحليل الساكن و الديناميكي قورنت النتائج مع برنامج (ANSYS) حيث أظهرت اختلافات لا تتجاوز 15 %.
تم عمل تحليلا للقيم المميزة و تم مناقشة أمثلة عددية.
Abstract EN
The mathematical procedure in this study covers the calculation of sectorial properties of the equivalent cross-sectional storey for high-rise building frames.
The formulation is efficiently used to obtain the free vibration analysis of high-rise buildings which are constructed from several columns, beams, shear walls and bracing etc.
the analysis is based on transformation the complex system to a simple tall column to represent a cantilevered tall building structure.
This is partitioned to nodes one of which indicates a storey with equivalent cross-sectional properties for all storeys' elements after calculation of these properties with respect to the shear center of high-rise building.
A thin walled bar finite element with seven degrees of freedom at each node is assumed.
A new formulation of the stiffness and consistent mass matrices of the thin- walled element is presented in this study.
The effect of cross sectional warping and its properties on the flexural, torsional and axial properties was investigated, using discrete element approach in idealizing the structure in high rise building.
For the purpose of the present study, it is assumed that the cross-sectional types under condition are only of thin-walled sections.
Algorithm method was developed which covers the calculation of sectorial properties of the cross section for floor plan in high-rise building, to study the share of columns for lateral shear force resistance, and investigate the behavior of different types of high-rise building with inclusion of warping restraint.
The effect of natural frequency with height of tall buildings, and the mode shape for different cross-sectional plans of high-rise building was studied.
To check the efficiency and accuracy, the mathematical procedure is demonstrated for static and dynamic examples by comparing the results with those obtained by using software ANSYS program.
A difference of 15% is shown.
An eigen value problem is analyzed and numerical examples are discussed.
American Psychological Association (APA)
al-Husni, Hisham Muhammad& al-Dami, Haytham Hasan Mutib& Sharif, Najla H.. 2010. Behavior of high-rise steel building with the inclusion of warping. Engineering and Technology Journal،Vol. 28, no. 22.
https://search.emarefa.net/detail/BIM-260149
Modern Language Association (MLA)
al-Husni, Hisham Muhammad…[et al.]. Behavior of high-rise steel building with the inclusion of warping. Engineering and Technology Journal Vol. 28, no. 22 (2010).
https://search.emarefa.net/detail/BIM-260149
American Medical Association (AMA)
al-Husni, Hisham Muhammad& al-Dami, Haytham Hasan Mutib& Sharif, Najla H.. Behavior of high-rise steel building with the inclusion of warping. Engineering and Technology Journal. 2010. Vol. 28, no. 22.
https://search.emarefa.net/detail/BIM-260149
Data Type
Journal Articles
Language
English
Notes
Includes appendices
Record ID
BIM-260149