Volume 46, Issue 1
مرور بر اساس
ارسال های اخیر
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The Effect of Easy-Going Steel on KBF's Seismic Behavior
(University of Tehran, 2013-06-01)The knee bracing steel frame (KBF) is a new type of energy dissipating frame which enjoys exceptional ductility and lateral stiffness. Rather than the beam-column joint, one end of the diagonal brace in KBF is attached to ...
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Determination of Stability Domains for Nonlinear Dynamical Systems Using the Weighted Residuals Method
(University of Tehran, 2013-06-01)Finding a suitable estimation of stability domain around stable equilibrium points is an important issue in the study of nonlinear dynamical systems. This paper intends to apply a set of analytical-numerical methods to ...
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An Enhanced HL-RF Method for the Computation of Structural Failure Probability Based On Relaxed Approach
(University of Tehran, 2013-06-01)The computation of structural failure probability is vital importance in the reliability analysis and may be carried out on the basis of the first-order reliability method using various mathematical iterative approaches ...
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Strategic Planning for the National Bridge Stock of Iran
(University of Tehran, 2013-06-01)The National Bridge Stock of Iran consists of about 330,000 bridges, of which around 50% are older than 30 years. Since 2010, Iran Road Maintenance & Transportation Organization has started implementing a comprehensive ...
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Improved Estimates of Kinematic Wave Parameters for Circular Channels
(University of Tehran, 2013-06-01)The momentum equation in the kinematic wave model is a power-law equation with two parameters. These parameters, which relate the discharge to the flow area, are commonly derived using Manning's equation. In general, the ...
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Analytical Solution for a Two-Layer Transversely Isotropic Half-Space Affected by an Arbitrary Shape Dynamic Surface Load
(University of Tehran, 2013-06-01)The dynamic response of a transversely isotropic, linearly elastic layer bonded to the surface of a half-space of a different transversely isotropic material under arbitrary shape surface loads is considered. With the help ...
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Response Modification Factor of Coupled Steel Shear Walls
(University of Tehran, 2013-06-01)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 ...



