Search results for "technical"

showing 10 items of 955 documents

Budget des Rigaschen Polytechnischen Instituts, pro 1903/1904

1903

Enthält: Einnahme. Ausgabe. Gagen-Etat. Lehrmittel und specielle Lehrinstitutionen. Hausverwaltung. Diverse Ausgaben. Recapitulation.

Rigasches Polytechnisches Institut - BudgetRiga Polytechnical Institute - budgetRīgas Politehniskais institūtsTechnische Universität Riga - GeschichteRīgas Tehniskā universitāte - vēsture:SOCIAL SCIENCES::Social sciences::Education [Research Subject Categories]Rīgas Politehniskais institūts - budžetsRiga Technical University – history
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Budget des Rigaschen Polytechnischen Instituts, pro 1905/1906

1905

Enthält: Einnahme. Ausgabe. Gagen-Etat. Lehrmittel und specielle Lehrinstitutionen. Hausverwaltung. Diverse Ausgaben. Recapitulation.

Rigasches Polytechnisches Institut - BudgetRiga Polytechnical Institute - budgetRīgas Politehniskais institūtsTechnische Universität Riga - GeschichteRīgas Tehniskā universitāte - vēsture:SOCIAL SCIENCES::Social sciences::Education [Research Subject Categories]Rīgas Politehniskais institūts - budžetsRiga Technical University – history
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Budget des Rigaschen Polytechnischen Instituts, pro 1902/1903

1902

Enthält: Einnahme. Ausgabe. Gagen-Etat. Lehrmittel und specielle Lehrinstitutionen. Hausverwaltung. Diverse Ausgaben. Recapitulation.

Rigasches Polytechnisches Institut - BudgetRiga Polytechnical Institute - budgetRīgas Politehniskais institūtsTechnische Universität Riga - GeschichteRīgas Tehniskā universitāte - vēsture:SOCIAL SCIENCES::Social sciences::Education [Research Subject Categories]Rīgas Politehniskais institūts - budžetsRiga Technical University – history
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Experimental determination of viscous damper parameters in low velocity ranges

2017

In the last decades many strategies for seismic vulnerability mitigation of structures have been developed through analytical studies and experimental tests. Among these, energy dissipation by external devices assumes a great relevance for the relative design simplicity, even if applied to complex structures, and the effectiveness in reducing seismic demand. In particular, the use of fluid viscous dampers represents a very attractive solution because of their velocity-dependent behaviour and relatively low costs. The application on structures requires specific study under seismic excitation and a particular care of structural details. In this context the use of proper constitutive models fo…

RiskDissipation; Experimental testing; Fluid viscous dampers; Low velocity; Seismic protection; Building and Construction; Safety Risk Reliability and Quality; Geotechnical Engineering and Engineering GeologyLow velocityFluid viscous damperDissipationReliability and QualityExperimental testingFluid viscous dampersBuilding and ConstructionSafetyGeotechnical Engineering and Engineering GeologySeismic protection
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A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads

2015

During the last decades, several macro-models have been proposed for the modelling of the infill panels' contribution to the lateral strength of frames. Despite all this effort, a robust model, which takes into account the influence of the vertical load, is not yet available. Furthermore, the influence of the very common case of infill walls with openings, such as windows and doors, has been neglected in all the code provisions that have been published so far. In this paper, an updated macro-model, based on the equivalent pin-jointed diagonal compressive strut, is presented. The proposed macro-model is able to represent the stiffening effect of the infill panel with openings by taking into …

RiskEngineeringequivalent strut; finite element analysis; infilled frames; masonry; opening effect; vertical load effect; Civil and Structural Engineering; Geotechnical Engineering and Engineering Geology; Safety Risk Reliability and Quality; Building and Construction; Mechanical Engineering; Ocean EngineeringDiagonal0211 other engineering and technologies020101 civil engineeringOcean Engineering02 engineering and technologyfinite element analysis0201 civil engineering021105 building & constructionInfillGeotechnical engineeringopening effectMacroSafety Risk Reliability and Qualityvertical load effectCivil and Structural EngineeringMathematical modelbusiness.industryinfilled frameMechanical EngineeringFrame (networking)Structural engineeringBuilding and ConstructionMasonryGeotechnical Engineering and Engineering GeologyFinite element methodfinite element analysiStiffeningequivalent strutmasonryinfilled framesReliability and QualitySafetybusiness
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Stress-strain models for normal and high strength confined concrete: Test and comparison of literature models reliability in reproducing experimental…

2017

SUMMARY: The adoption of proper constitutive laws for confined concrete is basic for seismic assessment of new and existing reinforced concrete civil structures. The deformation capacity of reinforced concrete (RC) columns subjected to axially centred and eccentric loads depends on the effectiveness confinement action. A proper assignment of the stressstrainlaws for concrete allows obtaining an adequate definition of the ductility of the crosssections and correctly identifying mechanical nonlinearities in computational models.Several studies concerning the behaviour of confined concrete have been carried out, highlighting the role of different geometrical and mechanical parameters to the ov…

RiskHigh strength concreteReinforced concrete (RC)Concrete constitutive modelsReliability and QualityConcrete constitutive models; Confined concrete; High strength concrete; Normal strength concrete; Reinforced concrete (RC); Building and Construction; Safety Risk Reliability and Quality; Geotechnical Engineering and Engineering GeologyHigh performance concrete Reinforced concrete Reliability Stress-strain curvesBuilding and ConstructionSafetyGeotechnical Engineering and Engineering GeologyConfined concreteNormal strength concrete
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Investigating the Performance of Enhanced Permeable Groins in Series

2020

The enhanced permeable groin is a novel eco-friendly and cost-effective technique for bank protection and restoration of meander bends. The behavior of bed deformations due to the distance between the structures has to be studied to design enhanced permeable groins in series properly. In this study, scour morphologies around enhanced permeable groins in series, characterized by four different distances and located in a 180&deg

River restorationlcsh:Hydraulic engineeringGeography Planning and DevelopmentAquatic ScienceEffective lengthBiochemistryriver bendenhanced permeable groinThalwegsymbols.namesakelcsh:Water supply for domestic and industrial purposeslcsh:TC1-978Froude numberSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeotechnical engineeringWater Science and Technologylcsh:TD201-500scourSeries (mathematics)Bank protection vegetation River bend River restoration ScourFlumebody regionssurgical procedures operativeMeandersymbolsParticlebank protectionriver restorationGeologyWater
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From Laboratory Mixes to Full Scale Test: Rutting Evaluation of Bio-recycled Asphalt Mixes

2021

The present paper describes the rutting behavior of innovative mixes incorporating 50% of Reclaimed Asphalt (RA) with bio-materials. They were assessed in the laboratory and in a full-scale accelerated experiment. The innovative mixes studied here contained bio-materials especially designed to help recycling by re-activating the aged binder from RA. Four mixes were evaluated: three of them are manufactured with bio-materials, (two bio-rejuvenators and one bio-binder) and one was a control mix, which was a high modulus asphalt mix (EME2). In this study, the rutting resistance of the four mixes was first evaluated in the laboratory with both European and US methods. The full-scale test was th…

RutAsphaltSettore ICAR/04 - Strade Ferrovie Ed AeroportiEnvironmental scienceGeotechnical engineeringFull scale testAccelerated pavement test Bio-materials Laboratory test Reclaimed asphalt Rutting test
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Festschrift zum fünfzigjährigen Jubiläum des Rigaschen Polytechnischen Instituts,1862-1912

1912

Rīgas Politehniskais institūtsWissenschaftliche Arbeiten in Rigaer Polytechnisches InstitutZinātne Rīgas Politehniskajā institūtāRīgas Tehniskā universitāte - vēsture:SOCIAL SCIENCES::Social sciences::Education [Research Subject Categories]Rīgas Politehniskais institūts - vēstureRiga Technical University - historyRigasches Polytechnisches Institut - Geschichte
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Predicting the equilibrium bed slope in natural streams using a stochastic model for incipient sediment motion

2011

In this paper, a method to predict the equilibrium bed slope in natural streams based on the incipient motion criterion is proposed. The method is based on the criterion suggested by Gessler to simulate the grain size distribution of the armour coat using the concept of critical shear stress of a sediment mixture. In particular, a different expression of the probability for a single particle size to be part of the armour coat is firstly proposed; then, a simple two-steps criterion is suggested to estimate the safety factor required by the proposed approach. The method is applied in three different Italian regions (Calabria, Basilicata, and Tuscany) and required several field campaigns invol…

Safety factorArmourStochastic modellingCritical resolved shear stressGeography Planning and DevelopmentParticle-size distributionEarth and Planetary Sciences (miscellaneous)SedimentGeotechnical engineeringSTREAMSGeologyField (geography)Earth-Surface ProcessesEarth Surface Processes and Landforms
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