مرور Journal of Structural Engineering and Geo-Techniques بر اساس تاریخ انتشار
در حال نمایش موارد 1 - 20 از 136
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Modified Linear Approximation for Assessment of Rigid Block Dynamics
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-08-01)This study proposes a new linear approximation for solving the dynamic response equations of a rocking rigid block. Linearization assumptions which have already been used by Hounser and other researchers cannot be valid ...
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Comparison Study on Neural Networks in Damage Detection of Steel Truss Bridge
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-08-01)This paper presents the application of three main Artificial Neural Networks (ANNs) in damage detection of steel bridges. This method has the ability to indicate damage in structural elements due to a localized change of ...
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Numerical Modelling of Dynamic Compaction in Dry Sandy Soils for Determination of Effective Print Spacing
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-08-01)Dynamic compaction (DC) is a widely used soil improvement method in dry and/or saturated soils. The design of DC treatment is usually carried out based on the past experiences and empirical relations. In order to clarify ...
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Development of Fiber Reinforced SCM for Sustainable Construction
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-08-01)The sustainability of the built environment is increasingly coming to the forefront of infrastructure design and maintenance decisions. To address this, development of a new class of more sustainable cement-based materials ...
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A Mathematical Modeling for Plastic Analysis of Planar Frames by Linear Programming and Genetic Algorithm
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-08-01)In this paper, a mathematical modeling is developed for plastic analysis of planar frames. To this end, the researcher tried to design an optimization model in linear format in order to solve large scale samples. The ...
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Assessment of the Drain Conditions on Variations of the Pore Pressure in Surrounding Soil of the Tunnel
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-08-01)Excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. The phenomenon in soil can cause an effective stress and hence cause the shear strength of the soil to ...
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The Stability Assessment of Dasht-e-Abbas Pressure Intake Tunnel Subjected to Ground Strength Reduction-Iran
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-12-01)The hydraulic pressure is one of the most important factors in the design of pressure intake tunnels. Since the surrounding media cannot usually resist the high internal pressure of these tunnels, they are usually finished ...
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Structural Damage Identification of Plate Structures based on Frequency Response Function and Natural Frequencies
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-12-01)In this paper, a structural damage identification method (SDIM) is developed for plate-like structures. This method is derived using dynamic equation of undamaged/damaged plate, in which local change in flexural rigidity ...
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Buckling of Cylindrical Steel Shells with Random Imperfections due to Global Shear
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-12-01)This study aims to investigate the effects of geometric imperfections on buckling of thin cylindrical shells due to global shear. To this end, more than 320 finite element models of cylindrical shells with different diameter ...
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Strength Characteristics of Clay Mixtures with Waste Materials in Freeze-Thaw Cycles
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-12-01)Waste tires, rubbers, plastic and steel materials, normally produced in every society, enter the environment and cause serious problems. These problems may, to some extent, be reduced by finding applications for them in ...
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Evaluation of Effective Parameters on the Underground Tunnel Stability Using BEM
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-12-01)There are various parameters that affect stability and expansion of failure zones in under pressure tunnels. Among the important parameters that affect failure zones around the tunnels are cohesion and internal friction ...
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Bending Fatigue Tests and Finite Element Models of Steel Rectangular Hollow Sections [SRHS]
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2011-12-01)The Welding in cold formed areas is not only an open question for statically loaded sections (brittle fracture) but also for dynamically loaded structures (fatigue resistance). A lot of structures are subjected to dynamic ...
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Effects of the Soil-Foundation-Structure Interaction on the Component Demand Modifier Factor of Concrete Gravity Beams based on ASCE 41-06 Standard
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-02-01)The aim of the present paper is to evaluate the influence of the Soil- Foundation- Structure Interaction (SFSI) effects on the component demand modifier factor of concrete gravity beams based on ASCE 41-06 standard. To ...
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Estimation of Sloshing Wave Height in Broad Cylindrical Oil Storage Tanks Using Numerical Methods
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-02-01)Cylindrical steel tanks are important components of many industrial plants such as oil refineries and chemical plants. Usually failure of cylindrical tanks leads to serious consequences. During the past earthquakes such ...
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The Study of Improvement of Dispersive Soil Using Magnetic Field
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-02-01)In this study, the feasibility of using magnetic technology to reduce the dispersion of soil has been investigated. The reference treatment was potable water and 3 magnetic water devices (with different magnetic intensities) ...
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Free Vibration Analysis of Repetitive Structures using Decomposition, and Divide-Conquer Methods
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-02-01)This paper consists of three sections. In the first section an efficient method is used for decomposition of the canonical matrices associated with repetitive structures. to this end, cylindrical coordinate system, as well ...
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Evaluating the Liquefaction Potential of Soil in the South and Southeast of Tehran based on the Shear Wave Velocity through Empirical Relationships
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-02-01)The liquefaction resistance of soil can be evaluated using laboratory tests such as cyclic simple shear, cyclic triaxial, cyclic torsional shear as well as field methods like Standard Penetration Test (SPT), Cone Penetration ...
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The Effect of Vertical Component of Earthquake on Continuous and Monolithic Frame Bridges
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-02-01)Performance of structures during recent earthquakes shows that the effect of vertical component of earthquake (VCE) could be considered as one of the main causes of bridges collapse. In most of bridge design codes, for ...
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Deformation Performance of the Karkheh Earth Dam with Mixed and Pure Clay Coreunder Seismic Excitations
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-08-01)The number of constructed dams has been largely increased due to high demands of water supplies, and earth dams are the most common types since they are more compatible to the environment. Nevertheless, the stability of ...
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Buckling of Stiffened Thin-Walled Cylindrical Shells under Axial Compression with Symmetrical Imperfections
(Civil Engineering & Construction Research Center (CCRC), QIAU, 2012-08-01)This study aimed to investigate the effects of stiffeners on buckling of thin cylindrical shells under uniform axial compression. To this end, more than 300 finite element models of stiffened cylindrical shells were prepared. ...



