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461
NONLINEAR ANALYSIS OF REINFORCED CONCRETE STRUCTURES UNDER MONOTONIC AND REVERSED CYCLIC LOADING USING...
Published 2017-02-01“…This program used eight- noded serendipity elements for concrete and two-noded elements for reinforced concrete. …”
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462
THERMO-ELECTRO-MECHANICAL ANALYSIS OF CYLINDRICAL SHELL MADE OF FUNCTIONALLY GRADED PIEZOELECTRIC MATERIALS USING ARBITRARY HIGHER-ORDER SHEAR DEFORMATION THEORY
Published 2018-05-01“…Following that, the set of non-homogenous linear differential equations for the cylinder with clamped-clamped ends was solved. The numerical results obtained are presented graphically for special case. …”
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463
DAMAGE REDUCTION DUE TO AIRCRAFT CRASH TO CONCRETE PROTECTIVE STRUCTURES...
Published 2021-02-01“…Another result was that variation of flexural reinforcement between minimum and maximum amounts had more protective effect on thinner thickness and penetration depth in thicker shells had lower dependency on flexural reinforcement amount. …”
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464
SEISMIC RESPONSE OF BASE ISOLATED STRUCTURES WITH INSUFFICIENT SEISMIC GAPS...
Published 2020-05-01“…The results of the parametric study show that the developed seismic demands in the superstructure depends on the pulse duration, gap size and the ratio of the isolated period to the fixed-base period as well as the moat wall stiffness. …”
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465
INVESTIGATING THE EFFECTS OF THE ADDITION OF INDUSTRIAL WASTE RUBBER ON THE PHYSICAL AND MECHANICAL PROPE...
Published 2017-08-01“…Its colour is white tending toward yellow, sometimes- green or blue, tasting soil and intensely smelling soil in wet condition. …”
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466
SEISMIC DESIGN OF BUILDING FRAMES IN CONJUNCTION WITH CONCENTRIC BRACES USING THE TEMPERATURE VARIATION...
Published 2016-05-01“…Another advantage of the temperature variation method is that the corresponding themorature change of tension elements is the same for every stage of the structure, and is independent of section type. This method is more applicable for high-rise structures containing many braced bays, because it needs less accuracy in comparison to the force loading method and also reduces the time of analysis and design of the structure.…”
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467
INVESTIGATING THE AXIAL BEHAVIOR OF CONCRETE COLUMN CONFINEMENT WITH INNER AND OUTER GFRP...
Published 2019-05-01“…One such application has been demonstrated in fiber jacketing technique, which is now considered as an effective retrofitting tool for the existing columns. …”
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468
EXPERIMENTAL STUDY ON PULLOUT BEHAVIOR OF EMBEDDED GEOGRID IN UNIFORM SANDY SOIL UNDER STATIC, CYCLIC, AND...
Published 2021-02-01“…A comparison between the loading-unloading tensile stiffness at the end of the second stage and tensile stiffness at the beginning of the second stage suggested that the cyclic loading would increase the tensile stiffness and finally, at the third stage of the experimental multistage test, the tensile stiffness would decrease as the displacement increased until it reached the corresponding value in the constant-rate displacement test.…”
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469
WORKSPACE PLANNING OF CONSTRUCTION RESOURCE IN MICRO-LEVEL PROJECTS BY BUILDING INFORMATION MODELING (BI...
Published 2020-05-01“…Finally, the correlation coefficient between the variable such as number of activities, clashes number, and conflict distances in per day was assessed and an effective dependency in the same direction was perceived. …”
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470
BIO-GEOFILTER MODELING IN PILOT SCALE FOR REMOVAL OF DISSOLVED NITRATE...
Published 2017-11-01“…In the modeling of the prepared filter, the software SEEP/W has calculated the discharge value at each transverse section to be \ $9.0027\times10^{-5}m^{3}/s$.The software CTRAN/W administers a rational, feasible and precise assessment of the moving trend of the pollutant in the filter. …”
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471
INVESTIGATION OF THE EFFECT OF CEMENT ON THE STABILIZATION OF CONTAMINATED SOIL WITH ANTHRACENE...
Published 2018-02-01“…Although adding cement increases the strength of the contaminated soil, the amount of increase in the strength depends on the percent of cement and curing time. …”
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472
LAGRANGE METHOD FOR NONLINEAR SOLUTION OF HYPER ELASTIC MATERIAL BY ISOPARAMETERIC ELEMENT...
Published 2019-05-01“…This formulation has been developed to analyze quadrilateral finite element models, which comparing to isoparametric 4-node elements is less sensitive to distorted meshing and doesn't have shear locking problem generated by geometrically distorted meshing.In order to deploy 2QACM benefits in nonlinear applications, complete lagrange formulation 3Q4HY is used, numerical examples in geometric nonlinear problems have shown presented formulation's ability to prevent loss of precision in highly distorted meshing for 4-node hyper elastic elements. …”
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473
NONLINEAR DYNAMIC ANALYSIS OF PILE-SOIL-SUPERSTRUCTURE INTERACTION IN HIGH RISE BUILDINGS...
Published 2015-03-01“…Inertial interaction often attenuates the effects of the responses of the superstructure, in terms of drifts, shear forces, bending moments, and Fourier amplitudes. …”
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474
A QUANTITATIVE AND MULTI-ASPECT TRANSFERABILITY ANALYSIS OF THE ORDERED LOGIT MODEL FOR TRIP PRODUCTION B...
Published 2019-05-01“…The cost of collecting data for travel demand modeling is very high with an increasing trend. Data collection costs could easily surpass the annual budget of a metropolitan planning organization (MPO) in small or medium-sized area. …”
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475
INVESTIGATION INTO THE EFFECT OF CARPET FIBER INCLUSION ON THE PORE WATER PRESSURE GENERATION POTENTIAL O...
Published 2015-03-01“…Two different fiber weight contents (0.5 and 1\%) and a wide range of aspect ratios for the slender fiber elements (1, 3, 5, 9) were utilized in order to scrutinize the effect of each factor on the pore water pressure development regime. …”
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476
ULTIMATE SHEAR STRENGTH OF STEEL-CONCRETE COMPOSITE PLATE GIRDER WITH LONGITUDINAL STIFFENERS LOADED IN...
Published 2017-02-01“…The method used to determine the shear strength of the steel part is similar to the Cardiff model, in which the web panels are assumed simply supported along the longitudinal and transverse edges.On the basis of previous experimental studies and detailed information obtained from finite-element studies, it may be considered that each individual subpanel in the longitudinally stiffened composite plate girder can develop its own tension field independently of adjacent subpanels. …”
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477
A PERFORMANCE-BASED METHOD FOR CALCULATION OF MEMBER CAPACITY MODIFICATION FACTORS OF STEEL MOMENT FRAME...
Published 2019-11-01“…In addition, this development reduces computational efforts and can be extended for future design codes.…”
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478
Žarno grobišče na Brinjevi gori
Published 1989-10-01“…Jockenhtivel bestimmt hat- Zeitlich gehtiren die meisten Rasiermesser dieses Typs in den Ostalpen in die b e g i n n e n d e Ha B, was in den Nekropolen von Klentnice und Domamyslice am offensichtlichsten ist.61 Grab 11/1910 aus Velika Gorica hat K. …”
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