نتایج جستجو برای: nonlinear push over analyses

تعداد نتایج: 1680264  

Journal: :روش های عددی در مهندسی (استقلال) 0
فیاض رحیم زاده رفویی و حمید سعادت نیا f. rahimzadeh rofooei and h. saadatnia

the base isolation systems are among the passive control devices that have been used over the last three decades to limit the seismic-induced response of structures. in this regard, the uniform building code provisions (ubc) has incorporated a special section for the seismic design of base isolated structures since its 1991 edition. due to the importance of the behavior of these structures unde...

Journal: :Advances in Aerodynamics 2021

Abstract The nonlinear analyses of the hypersonic and high-enthalpy boundary-layer transition had received little attention compared with widely-studied linear instabilities. In this work, oblique-mode breakdown, as one most available mechanisms, is studied using parabolized stability equations (NPSE) consideration thermal-chemical non-equilibrium effects. flow over a blunt cone computed at fre...

Journal: :Acta Crystallographica Section A Foundations of Crystallography 1987

2012
Farooq S. H

Strengthening of un-reinforced masonry (URM) structures to improve its seismic performance is not only well recognized among the research community but also getting attention of practicing engineers around the globe. The estimation of lateral capacity and performance of masonry becomes complex because of heterogeneous nature of its constituent materials and other associated problems. Heterogene...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه صنعتی شاهرود - دانشکده عمران 1392

سازه قاب خمشی خرپایی (stmf) سیستم سازه ای قابی است که برای سازه های با عرض دهانه نسبتا زیاد مورد استفاده قرار می گیرد. این سیستم قابی، نسبت به سازه های قاب خمشی ساده، سختی جانبی بالاتر و وزن نسبتا کمتری را فراهم می کند. تحقیقات مربوط به سازه های قاب خمشی خرپایی ویژه (stmf) نیز به دلیل این که سازه های مجهز به این سیستم، قادر به مقاومت در برابر حوادث لرزه ای بزرگ است، مورد توجه بسیاری قرار گرفته ...

Journal: :civil engineering infrastructures journal 0
gholamreza abdollahzadeh assistant professor, faculty of civil engineering, babol university of technology hamidreza malekzadeh department of civil engineering, college of engineering, university of shomal, amol, iran

the present research is concerned with the determination of ductility, over-strength and response modification factors of coupled steel shear wall frames. three structural models with various numbers of stories, bay width and coupling beam height were analyzed using static pushover and incremental nonlinear dynamic analyses. the ductility, over-strength and response modification factors for the...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه علامه طباطبایی 1390

over the past decades a number of approaches have been applied for forecasting mortality. in 1992, a new method for long-run forecast of the level and age pattern of mortality was published by lee and carter. this method was welcomed by many authors so it was extended through a wider class of generalized, parametric and nonlinear model. this model represents one of the most influential recent d...

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...

2017
Hope Seib McMaster Cynthia A. LeardMann Steven Speigle Don A. Dillman Valerie Stander Jackie Pflieger Carlos Carballo Teresa Powell Kelly Woodall Evelyn Sun Lauren Bauer William Lee Nida Corry Christianna Williams John Fairbank Robert Murphy Ernestine Briggs-King Ellen Gerrity Robert Lee

BACKGROUND Previous research has found that a "web-push" approach to data collection, which involves contacting people by mail to request an Internet survey response while withholding a paper response option until later in the contact process, consistently achieves lower response rates than a "paper-only" approach, whereby all respondents are contacted and requested to respond by mail. METHOD...

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