مرور Volume 32, Issue 2 بر اساس عنوان
در حال نمایش موارد 1 - 7 از 7
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Bearing capacity of driven piles in sands from SPT–applied to 60 case histories
(Shiraz University, 2008-01-01)In recent years determining bearing capacity of piles from in-situ testing data as a complement of static and dynamic analysis has been used by geotechnical engineers. In this paper, different approaches for estimating the ...
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Design of a new urban traffic control system using modified ant colony optimization approach
(Shiraz University, 2008-01-01)This paper proposes a new ant colony based optimizer to improve the traffic flow in a city. For this reason, a new structure of urban traffic control system has been introduced, which uses an ant colony optimizer as its ...
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The estimation of one day duration probable maximum precipitation over atrak watershed in Iran
(Shiraz University, 2008-01-01)The probable maximum precipitation (PMP) for many stations in Iran and other places using the Hershfield formula is routinely estimated as the mean plus 15 standard deviations processed from one-day yearly maximum rainfall ...
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Lateral-torsional buckling of castellated beams
(Shiraz University, 2008-01-01)In this paper, the bending behavior of unbraced CSB is investigated and some empirical equations are proposed to predict the bending coefficient of Cb. The acquired results are compared with some published papers in the ...
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Modified predictive optimal linear control of structures in seismic region
(Shiraz University, 2008-01-01)A modified predictive optimal linear control (MPOLC) algorithm is proposed for controlling the seismic response of elastic structures. This algorithm compensates for the time delay that occurs in real control applications ...
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Nonlinear finite element analysis of composite RC shear walls
(Shiraz University, 2008-01-01)Composite Reinforced Concrete (RC) wall system refers to a cantilever composite wall, where steel or Fiber Reinforced Polymer (FRP) components are embedded in or attached to an RC wall. The results of an analytical and ...
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Wave induced uplift forces acting on half-buried submarine pipeline in sandy seabed by numerical methods
(Shiraz University, 2008-01-01)Two dimensional finite element (FEM) and boundary integral equation methods (BIEM) are used to determine the uplift forces on a half-buried submarine pipeline in a sandy seabed. The main assumptions are potential flow ...



