نتایج جستجو برای: numerical analysis

تعداد نتایج: 2968837  

Journal: :مهندسی عمران فردوسی 0
آتنا فردوسی فریدون مقدس نژاد اسماعیل افلاکی

in this study, stability of geosynthetic reinforced soil retaining walls investigated using plaxis code that is based on finite element method. the effects of axial stiffness, length and vertical space between geosynthetic layers, internal friction angle of soil wall and cohesion of foundation on deformations of wall and maximum axial force of geosynthetic have been investigated. results of ana...

Journal: :Journal of Computational and Applied Mathematics 2000

Journal: :New Phytologist 1975

In layered and blocky rock slopes, toppling failure is a common mode of instability that may occur in mining engineering. If this type of slope failure occurs as a consequence of another type of failure, it is referred to as the secondary toppling failure. “Slide-head-toppling” is a type of secondary toppling failures, where the upper part of the slope is toppled as a consequence of a semi-circ...

Excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. Undergoing the phenomenon in a soil can cause the effective stress and hence the shear strength of the soil to decrease considerably and large deformations happen in the area. Generally, increasing the pore pressure occurs under the undrained condition. If it can be formed the drain...

A Sahli, R Naceur Bouharkat S Sahli

Given any structure, we seek to find the solution of mechanical problem as precisely and efficiently as possible. Within this condition, the BEM is robust and promising development, standing out in the analysis of cases with occurrence of large stress gradients, as in problems of fracture mechanics. Moreover, in BEM the modeling of infinite means is performed naturally, without the use of appro...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه صنعتی امیرکبیر(پلی تکنیک تهران) - دانشکده مهندسی معدن 1387

تحلیل برگشتی، تکنیک مفیدی برای ارزیابی پارامترهای ژیومکانیکی سازه های زیرزمینی و سطحی با تکیه بر اندازه گیری های برجای متغیرهای کلیدی مانند جابجایی، تنش و کرنش در ساختگاه طرح است. این پارامترها برای تحلیل پایداری و طراحی سیستم نگهداری سازه ها بسیار ضروری هستند. در این تحقیق با توجه به طبیعت ناپیوسته توده سنگ در برگیرنده مغار نیروگاه سیاه بیشه از نظر ابعاد بلوک ها و آرایش و فاصله داری درزه ها از...

2002
A. Rivero

It is reviewed how Renormalization Group, species doubling and CKM mixing are known to appear in numerical analysis: Butcher group, parasitic solutions and higher order methods

2007
John Guckenheimer

This paper is a brief survey of numerical methods for computing bi-furcations of generic families of dynamical systems. Emphasis is placed upon algorithms that reeect the structure of the underlying mathematical theory while retaining numerical eeciency. Signiicant improvements in the computational analysis of dynamical systems are to be expected from more reliance of geometric insight coming f...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه شهید باهنر کرمان 1388

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