نتایج جستجو برای: nonlinear behavior of costs

تعداد نتایج: 21233037  

Journal: :journal of rehabilitation in civil engineering 2014
muhammad abbassi hooshang dabbagh

fiber reinforced polymers (frp) have widely used for the purposes of enhances strength and ductility of concrete columns. proper design of such hybrid columns, however, requires a better recognition of the behavior of concrete columns confined with frp. in this paper, the influence of frp thickness, concrete compressive strength, and column size on the performance of eccentrically loaded reacti...

M Akbarzadeh Khorshidi M Shariati,

The novelty of this study is presentation of an exact solution for prediction of postbuckling behavior of shear deformable micro- and nano-scale beams based on modified couple stress theory and using principle of minimum potential energy. Timoshenko and Reddy-Levinson beam theories are applied to consider the shear deformation effect and Von Karman nonlinear kinematics is used to describe the n...

Journal: :Journal of Modeling and Optimization 2020

Journal: :مهندسی عمران فردوسی 0
محمدرضا اصفهانی طیبه محمدی

in this paper, using numerical methods and test results, the behavior of reinforced concrete beams strengthened with fiber-reinforced polymers (frp) is investigated. in the numerical analysis, the concrete damaged plasticity model is used for considering the nonlinear behavior and strain softening of concrete. the abaqus finite element program is utilized for the analysis of 12 flexural beams s...

Journal: :civil engineering infrastructures journal 0
gholamreza abdollahzadeh assistant professor, department of civil engineering, babol university of technology, babol, iran farid ghobadi m.sc. student, department of civil engineering, shomal university of amol, amol, iran.

some considerable damage to steel structures during the hyogo-ken nanbu earthquake occurred. among them, many exposed-type column bases failed in several consistent patterns, such as brittle base plate fracture, excessive bolt elongation, unexpected early bolt failure, and inferior construction work, etc. the lessons from these phenomena led to the need for improved understanding of column base...

 Based on capacity design philosophy, considering the dissipated and non-dissipated parts in structures, the behavior factor is specified in codes. according to the standard Iranian code of practice, the behavior factors for structures with different bracing systems are the same. whilst each system dissipates energy in different ways. In this research, the nonlinear dynamic behavior of structur...

Journal: :international journal of maritime technology 0
behrouz asgarian no. 1346, valiasr st., mirdamad intersection 19967, p.o.box. 15875-4416, tehran, iran m boroumand no. 1346, valiasr st., mirdamad intersection 19967, p.o.box. 15875-4416, tehran, iran mohamad zarrin no. 1346, valiasr st., mirdamad intersection 19967, p.o.box. 15875-4416, tehran, iran

in this paper, pile behavior embedded in layered soil deposits subjected to seismic loadings is analyzed using a nonlinear fiber element for simulation of soil – pile interactions. in the created model, both pile and surrounding soil are modeled using fiber elements in a practical beam on nonlinear winkler foundation (bnwf) concept. herein, the features of drain–3dx finite element software are ...

Journal: :energy equipment and systems 2014
ahmad sedaghat mojtaba mirhosseini mahdi moghimi zand

this paper presents the aerodynamic design and economical evaluation of a 200 kw site specific wind turbine for the province of semnan in iran. by designing site specific wind turbines, the cost of energy which is calculated out of the annual energy production and also the cost of manufacturing the rotor are minimized. the aerodynamic design is based on the well-known blade element momentum the...

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