نتایج جستجو برای: nonlinear time history analyses

تعداد نتایج: 2644546  

Journal: :journal of the structural engineering and geotechnics 0
araliya mosleh department of civil eng., faculty of engineering, university of aveiro, 3810-193 aveiro, portugal. hamed hamidi department of civil eng., babol noshirvani university of technology, iran ahmad nicknamc department of civil eng., iran university of science&technology, p.o. box 16765-163, tehran, iran josé jara department of civil eng., faculty of engineering, universidad michoacana de san nicolas de hidalgo, morelia, mexico humberto varume construct-lese, department of civil eng., faculty of engineering, university of porto, 4200-465 porto, portugal

bridges, as an essential part of transportation system, play a special role in economy, politic and military all around the world. serviceability of bridges is of high importance especially in emergencies, helping injured people and proportioning transportation after earthquakes. earthquake regulation codes, normally suggest linear methods to conduct the analysis, and nonlinear analysis is bare...

2012
Ronny Purba

Acase studywas conducted to investigate the seismic behavior of steel plate shear walls having boundary elements designed by two different philosophies. The first design approach does not guarantee that formation of in-span plastic hinges on horizontal boundary elements (HBEs) will be prevented, whereas the second approach guarantees that plastic hinges can only occur at the ends of HBEs. Pusho...

Journal: :international journal of architecture and urban development 2013
mehrdad qayyoomi bidhendi

the writing of iranian architectural history has, from its start, followed the principles of western historiography. portions of this history are well expected to be neglected or unattended when writing of it takes place outside its intellectual framework that essentially reflects the iranian throught world. to have a truly iranian architectural historiography, one has to find the theoretical p...

2013
P. C. Nguyen

This paper presents nonlinear elastic dynamic analysis of 3-D semi-rigid steel frames including geometric and connection nonlinearities. The geometric nonlinearity is considered by using stability functions and updating geometric stiffness matrix. The nonlinear behavior of the steel beam-to-column connection is considered by using a zero-length independent connection element comprising of six t...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه پیام نور - دانشگاه پیام نور استان تهران - دانشکده علوم 1392

در نظر گرفتن یک فرض کلاسیک در ساختمان سری ها موجب شده است، مشاهدات را با یک الگوی خطی که ضرایبش با زمان تغییر نمی کند در نظر گیرند. اما بسیاری از سری های زمانی دارای میانگین و واریانس ثابتی در طول زمان نیستند در این شرایط مدل های اتورگرسیو مشروط به ناهمسانی واریانس اغلب به نتایج مطلوبی منجر می شوند. تحقیقات نشان داده اند مدل های شبکه عصبی برای نمایش رفتار غیرخطی داده ها نیز از عملکرد قابل توجهی...

Journal: :IEEE Trans. Automat. Contr. 2002
Zhihua Qu Jianxin Xu

1369 Fig. 4. x (normalized variable which corresponds to PTT) time history comparison of nonlinear model, linear model, and linear model considering uncertainty. Fig. 5. x (normalized variable which corresponds to TTT) time history comparison of nonlinear model, linear model, and linear model considering uncertainty.

H. Saffari, M. J. Zahedi

Displacement-based methods are recognized as appropriate approaches to reach the goals of performance-based seismic design method. In the direct displacement-based seismic design method, the seismic yield displacement is applied as one of the important design parameters. In this paper, a new relation is suggested to determine the lateral displacement pattern at first yielding of eccentrically b...

Journal: :Quarterly of Applied Mathematics 1945

Journal: :journal of structural engineering and geo-techniques 2015
mohammad taghi kazemia hosein hoseini

additional dampers are employed in order to decrease the dynamic response of structure against the earthquake and wind loading recently. in this study, two types of systems related to waste of inactive energy, i.e. frictional damper which is categorized in dampers dependent on movement and viscoelastic damper which is categorized in dampers dependent on velocity, in making steel structures resi...

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