Archives

2013

Published: 2020-09-04

Economic criteria for the selection of wall formwork

007-014

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Determination of the residential renovation range

015-022

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Time-Cost Relationship for Predicting Construction Duration

023-030

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Employing multi criteria optimisation methods for risk assessment of damage to bridge objects

031-038

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Labor demand as a key factor in building process planning

039-046

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Scheduling of building projects taking into account the time buffers determined on the basis of risk analysis

047-052

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Preliminary identification and evaluation of parameters affecting the capacity of the operator-earthmoving machine system

053-060

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The cost analysis of steel halls designing, according to environmental standards, legal guidelines and market prices

061-068

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The use of fuzzy databases and knowledge bases for aiding engineering projects

069-076

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Integrating Construction Process Documentation with the use of Building Information Modeling

077-084

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The influence of steel yielding of main reinforcement on bending capacity of beams strengthened with CFRP strips

085-090

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Applications of truss topology optimization in the design of reinforced concrete structures using „Strut and Tie” models

091-098

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The reliability of the support zone of beams formed with the use of ST models

099-106

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Influence of concrete topping on behaviour of prestressed Hollow Core floor slabs on flexible supports

107-114

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The influence of reinforcement temperature on stiffness of reinforced concrete beams in fire conditions

115-122

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The method of analysis of a reinforced concrete section under bending in the post-yield range

123-130

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Efficiency analysis of strengthening of RC structures with prestressed CFRP composites

131-138

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Diagonal crack width towards the experimental results

139-146

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The Influence of Concrete Strength on Shear Capacity of Reinforced Concrete Members without Shear Reinforcement

151-158

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Serviceability limit states of high performance reinforced concrete beams with hybrid fibre

155-162

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The deformability of compressed concrete elements strengthened with FRCM composite materials

163-170

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Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip

171-178

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The structural fire design of concrete structures with externally bonded reinforcement and fire protection system

179-186

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The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab

187-194

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The analysis of the effectiveness of different types of punching shear reinforcement not fully anchored

195-202

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The evaluation of uncertainty in the resistance models of reinforced concrete members

203-210

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Wind Tunnel Measurements of Aeroelastic Guyed Mast Models

211-218

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The proposal of explicit account of the random character of design process parameters

219-226

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Contribution to the diagnostics of rock bolts using elastic wave propagation

227-234

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The numerical analysis of micro-damage evolution in damaged element with structural discontinuity

235-242

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Diagnostics of concrete plate in bending with ultrasonic waves modulated by low frequency oscillations

243-250

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Fracture toughness of old bridge steel

251-258

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Effect of random track irregularities on selected composite bridge / track structure / high-speed train system vibrations

259-266

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The analysis of the deformation of node in a modular scaffolding system

267-274

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The analysis of stresses and displacements in the aluminium structure with replaceable elements

275-282

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The initial research of dynamic parameters for composite structures containing Zeolite

283-290

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The tune of mass dampers for the Municipal Stadium in Poznan

291-298

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