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161
FREE VIBRATION OF SINGLE-LAYERED GRAPHENE SHEETS BASED ON DIFFERENT GRADIENT ELASTICITY THEORIES...
Published 2017-05-01“…Although Eringens nonlocal elasticity is the popular theory to simulate mechanical behavior of carbon nano-structures, its microstructure-dependent constitutive model does not allow the construction of the energy functional. …”
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162
HYDRAULIC FRACTURE PROPAGATION IN BRITTLE ROCK: CONSIDERING INTERACTION TERM BETWEEN FLUID INERTIA AND V...
Published 2016-08-01“…The thrust of these efforts has been directed, however, towards the mechanics of deep hydraulic cracks, with subsurface hydraulic fractures receiving comparatively little attention. …”
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163
PERFORMANCE MEASUREMENT MODEL FOR ARCHITECTURAL CONSULTING ENGINEERING COMPANIES, USING THE BALANCED S...
Published 2015-11-01“…Design processes include systems such as quality assurance, estimation, ustainability, cost improvement, value engineering and design flexibility systems. Tendering processes include systems such as communication and tender evaluation assurance systems. …”
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164
A COMPARISON BETWEEN SEISMIC BEHAVIOR AND ECONOMY OF STEEL SHEAR WALLS WITH COMMON LATERAL BEARING SYSTEM...
Published 2017-02-01“…EBF is recommended in 4 and 8 story buildings, while CBF and moment frames are satisfactory in 4 story buildings.…”
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165
ANALYTICAL STUDY OF THE MAXIMUM ROTATIONAL DUCTILITY OF BEAMS IN STEEL MOMENT RESISTANT FRAMES CONSIDERI...
Published 2016-08-01“…A further objective of this study is to provide a relation between interstory drift and the maximum local demand of beams. To this end, a considerable number of SMRF, short, mid and high rise structures, with a different number of stories and bays, were modelled in DRAIN2DX and analysed using nonlinear time history (NTHA) and conventional pushover analyses (CPO). …”
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166
COMPATIBILITY ASSESSMENT OF GROUND MOTION ATTENUATION MODELS WITH THE IRAN PLATEAU DATABASE...
Published 2015-03-01“…A new re-sampling approach is also introduced to assess the stability of the models regarding the given database. Candidate ground motion prediction equations are comprised of three classes: local models, which have been developed based on Iranian data, regional models corresponding to Europe and Middle East data sets, and, finally, NGA models. …”
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167
حل بسته برای میدانهای کشسانی حاصل از حرکت یک نابجایی پیچی دارای سرعت ثابت بر روی مسیری به شکل خط مستقیم با راستایی دلخواه...
Published 2021-02-01“…Subsequently, two special cases of the problem, the one pertinent to the motion of the dislocation along its slip plane and the other associated with its motion perpendicular to such plane were addressed. …”
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168
EXPERIMENTAL INVESTIGATION OF EXPANSIVE GROUT EFFECT ON NAIL PULLOUT RESISTANCE IN SANDY SOILS...
Published 2020-08-01“…Also by increasing the grouting pressure, the pullout resistance increases to high extent, which is recommended in projects.…”
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169
DESIGN OF STEEL PLATE SHEAR WALLS, BASED ON INELASTIC DISPLACEMENT DEMAND...
Published 2016-02-01“…In this procedure, determination of the inelastic design base shear structure requires basic assumptions and an iterative process to achieve the intended performance (target displacement). …”
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170
INVESTIGATION ON THE BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS...
Published 2017-11-01“…On the other hand, the efficiency of fibers depends on the height of the beam. …”
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171
WATER FOOTPRINT MODEL OF CEMENT PRODUCTION: A CASE STUDY IN WESTERN IRAN...
Published 2019-11-01“…However, cement production is dependent on water consumption. …”
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172
PUBLIC PARKING SPACE ISSUES FOR TEHRAN CITIZENS
Published 2019-11-01“…For example, 74\% of the respondents indicated that on average they spend more than 10 minutes for finding free parking spots in the city while 65\% of them suffer from high tension and stress during this time. …”
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173
EFFECT OF TENSILE STRENGTH CONSIDERING SIZE EFFECT AND LOADING RATE ON OPTIMUM DESIGN OF ARCH DAM...
Published 2019-05-01“…As is well known, concrete member tensile strength tends to decrease when its size increases. …”
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174
A STUDY OF THE INTERACTION OF SOIL-UNREINFORCED BASEMENT WALLS...
Published 2015-08-01“…Fundamentally, the stability of masonry structures is dependent on the soil-basement wall interaction. …”
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175
INVESTIGATION OF PROBABILISTIC RELIABILITY ANALYSIS OF THE COLUMN BASE CONNECTIONS IN STEEL STRUCTURES...
Published 2015-08-01“…An engineering structures response depends on many uncertain factors such as loads, boundary conditions, stiffness, and mass properties. …”
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176
DECLUSTERING OF EARTHQUAKE CATALOG AND MODELING OF AFTERSHOCKS USING ETAS MODEL...
Published 2019-02-01“…The results showed that the ETAS model estimates the number of independent earthquakes less than Reasenberg method. …”
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177
ESTIAMTING COUPLED STEEL PLATE SHEAR WALL'S DEGREE OF COUPLING USING NATURAL PERIOD OF VIBRATION...
Published 2018-11-01“…However, if degree of coupling tends to one, then first natural period of structure does not affect stiffness of coupling beam. …”
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178
THE EVALUATION OF P-WAVE PROPAGATION ON THE SEISMIC BEHAVIOR OF STRAIGHT STEEL PIPELINES IN LAYERED SOILS...
Published 2019-08-01“…Moreover, plenty of studies have been devoted to the investigation of the effect of wave propagation method on the seismic behavior of steel pipelines. …”
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179
DARRIEUS WIND TURBINE PERFORMANCE ENHANCEMENT USING VARIOUS FLOW CONTROL TECHNIQUES AND COMPARISON...
Published 2020-11-01“…The change in power coefficient depends on both TSR and actuator intensity. …”
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180
SIMULATION OF MECHANICAL BEHAVIOUR OF THE SAND-RUBBER MIXTURES USING DISCRETE ELEMENT METHOD (DEM)...
Published 2017-08-01“…In the present study, the comparison of simulation results with those of experiments reveals that there is good agreement between the observed trends in the mechanical behaviour in a qualitative manner.…”
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