Tarptautinės konferencijos / International Conferences: Recent submissions
Now showing items 161-180 of 2368
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Stress relaxation in expanded polystyrene (EPS) under uniaxial loading conditions
(Procedia Engineering, 2013)The stress (σ10%, σcr) and strain (εcr, E) characteristics of expanded polystyrene (EPS) boards made from EPS 100, EPS 150 and EPS 200 under short-term compression are presented. The measured stress relaxation in these ... -
Evaluation of time loading influence on asphalt pavement rutting
(Procedia Engineering, 2013)The rutting of asphalt pavement structures during their exploitation is considered to be one of the main problems in Lithuania, as well as in the entire world. This kind of pavement distress makes a negative impact to the ... -
A Practical method for calculation of the membrane efforts of elliptic reinforced concrete shells
(Procedia Engineering, 2013)The paper analyses the problem of elliptic reinforced concrete shells calculation, while only taking into account membrane efforts. Normal and shear forces of such shells are usually determined using stress function. This ... -
Verification of the possibility of solidification product made of neutralization sludge use in the building industry
(Procedia Engineering, 2013)This paper deals with hazardous waste solidification /stabilisation, specifically neutralization sludge that comes from active industrial sources and neutralization sludge that comes from old ecological sources. As ... -
Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures
(Procedia Engineering, 2013)Basalt bars for concrete reinforcement called Basalt Fiber Reinforced Plastic (BFRP) is a new material, so it is necessary to identify the differences and limitations of their use in the concrete structures in relation ... -
Applications and development of modern steel pile technology
(Procedia Engineering, 2013)Use of steel piles in general has continuously increased in the Nordic countries as well as in the harbour structures of the Baltics and Western Europe. The main reasons are the innovative, easy-to-handle but rigid and ... -
Research sulfate resistance of cement-containing composition
(Procedia Engineering, 2013)The paper contains a description of an expert system for risk assessment and fire risk analysis in buildings, which is currently being developed in SGSP. The creation of such a system is dictated by the needs of the ... -
Expert system for building fire safety analysis and risk assessment
(Procedia Engineering, 2013)The paper contains a description of an expert system for risk assessment and fire risk analysis in buildings, which is currently being developed in SGSP. The creation of such a system is dictated by the needs of the ... -
Integrated model for assessment of high-rise building locations
(Procedia Engineering, 2013)Changing economic conditions impact on visions of city development, which in turn is associated with private property, real estate market and pursuit for business investments. In terms of city development, investments are ... -
Assessment of facility management candidates by applying game theory
(Procedia Engineering, 2013)Changing economic conditions impact on private property, real estate market and pursuit for business investments. Subsequent to in the process of building design and construction, the services provided for management of ... -
Service life prediction of repaired structures using concrete recasting method: state-of-the-art
(Procedia Engineering, 2013)The performance of repaired concrete structures continues to be a major global concern. Regardless of improvements in repairing materials and methods, several repaired concrete structures still fail prematurely, leading ... -
Built-up axial loaded column FE modelling and design according to STR and EC3
(Procedia Engineering, 2013)The paper reviews behaviour and calculations of axially loaded built-up columns. Calculations were performed according to Lithuanian national code STR 2.05.08:2005 [1] and EC3 [2]. FEM modelling was made as well. Build-up ... -
Theoretical model and experimental tests on chloride diffusion and migration processes in concrete
(Procedia Engineering, 2013)This paper focuses on the effect of the electric field on the thermodynamic model of ion flows in the concrete pore solution. The equation for ion migrations was derived from the mass balance in the multi-component system ... -
Experimental tests and numerical models of double side non-welded T RHS truss joints
(Procedia Engineering, 2013)Research on simple laser made T RHS joints is presented. Experimental evidence of such joint behaviour tested in natural scale is described. Geometry and material properties of tested connections are given. For each ... -
Construction aspects of plasma based technology for waste of electrical and electronic equipment (WEEE) management in urban areas
(Procedia Engineering, 2013)The paper presents construction aspects of plasma based technology for waste of electrical and electronic equipment (WEEE) management in urban areas. Urban areas are becoming the new source of “renewable resources” to be ... -
Sterilization of biotic pests by microwave radiation
(Procedia Engineering, 2013)Some of the issues connected to timber structures are caused by wood-destroying insects. The sterilization of timber elements affected by wood-destroying insects with the help of microwaves removes the deficiencies of ... -
Analysis of geometrical and mechanical properties of cable-stayed bridge
(Procedia Engineering, 2013)A mathematical model for analysing the interaction between elements of cable-stayed bridge is proposed. The influence of geometrical, mechanical and physical parameters of cables, pylons and stiffening girder on the ... -
Determination of the influence of cylindrical samples dimensions on the evaluation of concrete and wall mortar strength using ultrasound method
(Procedia Engineering, 2013)When height of retaining walls is small it is rational to install gravity retaining walls. The jet grouting technology often is used installing piles in the sand. Pile diameter can be varied from 0.50 to 1.20 m using ...