Browsing Straipsniai kituose recenzuojamuose leidiniuose / Articles in other peer-reviewed sources by Author "Norkus, Arnoldas"
Now showing items 1-11 of 11
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Analyses of soil-structure interaction based on vertical load tests of displacement piles
Martinkus, Vaidas; Norkus, Arnoldas (Technical sciences, 2015)The current paper presents a research based on experimental and numerical analysis of three different frame supported by displacement pile groups embedded in sand. The vertical load tests performed under lab conditions ... -
Calculation of cable total displacements considering complex conditions
Juozapaitis, Algirdas; Norkus, Arnoldas (Foundations of civil and environmental engineering, 2005)A deformable response of cable structures, designed according to design codes, can be described in terms of total displacements in terms of elastic and kinematic their components. The most dangerous loading case for cable ... -
Fatigue crack propagation in locally heat-treated ductile iron
Leonavičius, Mindaugas Kazimieras; Krenevičius, Algimantas; Petraitis, Gediminas; Norkus, Arnoldas (International Journal of Engineering and Innovative Technology. [Elektroninis išteklius], 2014)The article presents the results of an experimental–analytical study of the cyclic fracture process in a locally austempered ductile iron (LADI). A heat treatment is realized in such a way as to form three layers with ... -
Inžinerinis metodas taško nuosėdžiui skaičiuoti nuo gretutinės apskritiminės tolygiai išskirstytos apkrovos
Amšiejus, Jonas; Norkus, Arnoldas; Kelevišius, Kęstutis; Macijauskas, Darius (Statybinės konstrukcijos ir technologijos=Engineering structures and technologies, 2009)Tiesiškai deformuojamo puserdvio, apkrauto apskritimine tolygiai išskirstyta apkrova, vertikalieji poslinkiai apskaičiuojami integruojant Businesko sprendinio vertikaliojo poslinkio išraišką apkrautame plote. Šis integralas ... -
Iterative optimal design method of elastic-plastic truss under multiple constraints and load combinations
Norkus, Arnoldas; Karkauskas, Romanas (Foundations of civil and environmental engineering, 2005)An actual designed structure must response to external actions under conditions, prescribed in codified serviceability (strength versus collapse, including stability loss case, deformation limitations and other) requirements ... -
On for design algorithm geometrically nonlinear elastic-plastic structural optimization under displacement constraints
Karkauskas, Romanas; Norkus, Arnoldas (Mechanika, 2001)A structural optimization [...] -
On reliability-based optimization in rigid-plastic frame design
Norkus, Arnoldas (Statyba = Civil engineering, 1997)Straipsnyje nagrinėjamas duoto patikimumo diskretinės rėminės konstrukcijos projektavimo uždavinys. Konstrukcijos geometriniai parametrai, apkrovų pridėjimo, pavojingų pjūvių vietos yra apibrėžiamos fiksuotai (determinuotai). ... -
Shape determining of loaded cable via total displacements
Juozapaitis, Algirdas; Norkus, Arnoldas (Ūkio technologinis ir ekonominis vystymas, 2005)Therefore stiffness conditions predominate in the actual codified cable design. Having identified governing factors conditioning displacement magnitudes one can introduce the constructional means/solutions assigned to ... -
Stepped optimization algorithm for light-weight elastic-plastic structures considering load combinations
Norkus, Arnoldas; Karkauskas, Romanas (Ūkio technologinis ir ekonominis vystymas, 2005)The aim of the article is to present a developed algorithm of a stepped structural optimization method in the case of load combinations. The presentation of external loading via load combinations usually is employed in ... -
Truss-type structure optimum design under serviceability constraints and stochastic loading
Norkus, Arnoldas; Karkauskas, Romanas (Mechanika, 2004)A codified structural design of structures must evaluate strength, stiffness, stability, other constructional requirements with certain reliability level per prescribed time period. An employment of elastic-plastic structural ... -
Экспериментальное исследование способности стальных ФИБР обеспечить конструкционную целостность армированных бетонных образцов, покрытых полимерными листами
Gribniak, Viktor; Arnautov, Aleksandr K; Norkus, Arnoldas; Tamulėnas, Vytautas; Gudonis, Eugenijus; Sokolov, Aleksandr (Механика композитных материалов, 2016)The current experimental study investigates influence of steel fibres on the composite effect for structural integrity of reinforced concrete elements strengthened with external carbon FRP sheets. The test data of four ...