Archives

2016

Published: 2019-10-17

Influence of modeling of low-water bridge spans on the maximum value of stress in the main girders

005-015

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Cyclists as the element that creates the city

017-022

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Wooden construction in sacral architecture in the past and today

023-031

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Selection of subcontractors using ordinal ranking methods based on Condorcet approach

033-040

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Agrorecreational ecoparks in the quarries territory as a new type of urban production (on the example of Kryvbas)

041-051

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Fire analysis of structures in terms of physical phenomena observed during uniaxial tensile tests of steel

063-074

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Use of basalt powder in a cementitious mortar and concrete as a substitute of sand

075-085

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The quality and conditions of life in Siechnice – social research

087-100

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The rating of reduce the loss of heat energy in multi-family building as a result of the thermomodernization

101-108

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The studies of the dynamic and material parameters of reinforced concrete elements with the addition of zeolite tuffs and plasticizer

109-116

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Regeneration of pavement with modifiers based on ecological materials

117-126

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Interpretation of the welding incompatibility in the T-joint with backing strip during ultrasonic test

127-137

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Detection of ventilation paths using morphometric method in the selected part of Lodz

139-151

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An attempt to use Discrete Element Method in solid mechanics

153-162

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Comparative analysis of survey on humidity carried out by chemical way in proportion to gravimetric survey on selected building materials

163-171

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Protecting of spatial and cultural value of Downtown Lublin, by maintenance of modernist edifice of the Universal Department Store in Lublin

173-181

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The analysis of consistency evaluation of the loess in Lublin based on CPT tests

183-194

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Analysis of cantilever composite beam work with regards to the different thickness and location of adhesive joint made of elastic-ideally plastic material

195-208

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An analysis of the impact strength of concrete components as a factor influencing the bond strength in unreinforced composite concrete elements

053-061

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