عنوان فارسی مقاله: | تحلیل غیرخطی دامنه زمانی یک ساختمان چند طبقه دارای پی ایزوله شده تحت بارگذاری ویژه زلزله دو جهته |
عنوان انگلیسی مقاله: | Non-linear time domain analysis of base isolated multi-storey building under site specific bi-directional seismic loading |
چکیده
1-مقدمه
2-فرمولاسیون ریاضی
2-1 طراحی جداگرها
2-2 جداگر LRB
2-3 جداگر HDRB
2-4 تحلیل استاتیکی
2-5 تحلیل دینامیکی غیرخطی
2-6 تکنیک حل
3-مطالعه عددی
4-نتایج و تشریح مطالب
4-1 تحلیل استاتیکی
4-2 تحلیل ارتعاش آزاد
4-3 تحلیل دینامیکی
4-3-1 پاسخ های سازه FB
4-3-1-1 تاریخچه زمانی برش پایه
4-3-1-2 تاریخچه زمانی لنگر واژگونی
4-3-1-3 پاسخ شتاب
4-3-1-4 پاسخ جابجایی
4-3-1-5 تحلیل آماری
4-3-2 پاسخ سازه BI
4-3-2-1 تاریخچه زمانی برش پایه
4-3-2-2 تاریخچه زمانی لنگر واژگونی
4-3-2-3 پاسخ شتاب
4-3-2-4 پاسخ جابجایی
4-3-2-5 بررسی آماری
4-3-2-6 تأثیر شبیه سازی خودکار غیرخطی
5- نتیجه گیری
کلمات کلیدی :
Seismic Response of Base-Isolated High-Rise Buildings ... - Hindawi https://www.hindawi.com/journals/sv/2014/401469/ref/ Feb 28, 2014 - 1State Key Laboratory of Structural Analysis for Industrial Equipment, ... “Non-linear time domain analysis of base isolated multi-storey building ... Seismic Response of Base-Isolated High-Rise Buildings ... - Hindawi https://www.hindawi.com/journals/sv/2014/401469/ by CF Ma - 2014 - Cited by 3 - Related articles Feb 28, 2014 - 1State Key Laboratory of Structural Analysis for Industrial Equipment, Faculty of Vehicle ... [14, 15] studied the nonlinear performances of base-isolated multistorey buildings in both time domain and frequency domain. Non-linear time domain analysis of base isolated multi-storey building ... eprints.um.edu.my/5901/ by A Islam - 2012 - Cited by 32 - Related articles Apr 24, 2013 - Islam, A.B.M.S.; Hussain, R.R.; Jameel, M.; Jumaat, M.Z. (2012) Non-linear time domain analysis of base isolated multi-storey building under ... [PDF]Nonlinear dynamically automated excursions for rubber-steel bearing ... repository.um.edu.my/91392/1/paper%203.pdf by ABMS Islam - 2013 - Cited by 15 - Related articles It was found that for multi-storey buildings, base isolation diminishes muscular amount of ..... The method of non-linear time domain analysis used in SAP2000. Non-linear FEM analysis of seismic induced pounding between ... www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252013000500004 by M Jameel - 2013 - Cited by 6 - Related articles Among the possible building damages, earthquake induced pounding has been ... Nonlinear finite element analysis in time domain has been carried out for ... Seismic and pounding responses of two multi-storey structures are studied in aspects ..... Optimization in Structural Altitude for Seismic Base Isolation at Medium Risk ... Modeling and Simulation Techniques in Structural Engineering https://books.google.com/books?isbn=152250589X Samui, Pijush, Chakraborty, Subrata, Kim, Dookie - 2016 - Technology & Engineering Nonparametric Identification of a Building Structure from Experimental Data using ... Non-linear time domain analysis of base isolated multi-storey building under ...