نتایج جستجو برای: limit state methods

تعداد نتایج: 2741380  

جواهری , امین , سلطانی, مرتضی , هادی, محمد ,

In this work, we generalize the entanglement of three-qbit Bosonic systems beyond the single-mode approximation when one of the observers is accelerated. For this purpose, we review the effects of acceleration on field modes and quantum states. The single-mode approximation and beyond the single-mode approximation methods are introduced. After this brief introduction, the main problem of this p...

Journal: :Sustainability 2023

Approximate analytical methods have been frequently used in geotechnical engineering to estimate the reliability of structures due their efficiency and simplicity. The main spirit these is using moments limit state function index. However, are strongly dependent on form function, resulting fact that sensitive functions. This study aims systematically explore how various equivalent forms functio...

Journal: :Automatica 2006
W. Steven Gray Erik I. Verriest

It is shown that the notion of balancing a state space realization about a stable, isolated equilibrium point can be generalized to systems possessing only a stable invariant regular submanifold of arbitrary dimension, for example, a stable limit cycle.

Journal: :Selcuk University Journal of Engineering ,Science and Technology 2014

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

تحلیل پایداری شیروانی ها معمولاً به روال سنت از روش تعادل حدی یا limit equilibrium methods (lem) انجام می گیرد. این روش دارای محدودیت هایی در تعامل با مسائل در خاک های مسلح شده می باشد. لذا با توجه به ملزومات آیین نامه ah68 که مبنای کارکرد نرم افزار snail است، از روش دو گوه استفاده گشته است. در این تحقیق، با توجه به جنبه نظری آن، از ایده آل سازی هایی، جهت ممکن گشتن مدل سازی کامپیوتری، همانند تما...

Journal: :دانش آب و خاک 0
کیومرث روشنگر دانشیار گروه آب دانشکده عمران دانشگاه تبریز بهزاد روحپرور دانشجوی سابق کارشناسی ارشد دانشگاه آزاد اسلامی واحد اهر طاهر صداقتی دانشجوی کارسشناسی ارشد ژئو تکنیک دانشگاه تبریز

seepage in earth fill dams is one of the important factors that may cause the erosion and slope instability if it is ignored. therefore, it is crucial to calculate the leakage discharge through the body of dam and foundation, to prevent economic and life hazards by considering technical and economical issues. in this research, the seepage analysis of the body and the stability of the upstream a...

Journal: :civil engineering infrastructures journal 0
naser kazemi elaki m.sc. of structural engineering, university of sistan and baluchestan naser shabakhty phd of civil engineering department of civil engineering university of sistan and baluchetsan mostafa abbasi kia msc of computer science. department of mathematics, university of lorestan soroosh sanayee moghaddam m.sc. of hydrolic structures, university of sistan and baluchestan

in this research, a two-phase algorithm based on the artificial neural network (ann) and a harmony search (hs) algorithm has been developed with the aim of assessing the reliability of structures with implicit limit state functions. the proposed method involves the generation of datasets to be used specifically for training by finite element analysis, to establish an ann model using a proven an...

Journal: :journal of seismology and earthquake engineering 0
p. sunitha indian institute of technology madras c.v.r. murty indian institute of technology madras rupen goswami indian institute of technology madras

methods are proposed to develop idealized moment-curvature response curves of slender rectangular rc wall sections with uniformly distributed longitudinal reinforcement, using limit states, namely, cracking of concrete in tension, tensile yielding of reinforcement layers, and compression failure of concrete. it is recommended that tensile yielding of an inner layer of reinforcement is considere...

Journal: :civil engineering infrastructures journal 0
mohammad ali lotfollahi-yaghin faculty of civil engineering, university of tabriz, tabriz, iran mastoureh gholipour salimi faculty of civil engineering, university of tabriz, tabriz, iran hamid ahmadi faculty of civil engineering, university of tabriz, tabriz, iran

failure of the quay walls due to earthquakes results in severe economic loss. because of hazards threatening such inexpensive nodes of national and international transportation networks, seismic design of quay walls is still an evolving topic in marine structural engineering. this study investigates the sensitivity of the gravity-type quay wall stability respect to uncertain soil and seismic pr...

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