Published: 2020-09-04

Computational analysis of possibility protection of frame bridge object on considerable mining influences

007-014

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Viaduct over railway next to PGE Arena in Gdansk under tests during its construction

015-022

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The effect of braking forces on displacement of integral bridges

023-030

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Eurocodes for bridge design versus mechanics

031-038

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The effect of bond end geometry on steel – FRP joint strength

039-046

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Investigation of horizontal forces result in railway viaduct with curved truck

047-054

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Engineering modelling of structural details of a bridge

055-062

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The application of composites (FRP) in military bridges

063-070

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Influence of executive imperfections of railway steel bridges construction on operational capacity and fatigue capacity

071-078

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Wind tunnel tests of aerodynamic interference of the high-rise building and its nearest city surroundings

079-086

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Investigations of dynamic characteristics of a tall industrial chimney due to light wind and solar radiation

087-094

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Model tests in wind tunnel of correct work of chimneys and ventilations draughts for a building in compact development

095-102

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Resistance of railway vehicles to roll-over in strong across winds

103-09

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The Analysis of wind action on building and scaffolding system

111-118

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Wind-tunnel simulations of wind influence on snow load distribution on roofs

119-126

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Human comfort criteria in urban environment

127-133

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Verification of computational calculations based on physical tests of plane jet used to separate zones full of smoke

135-141

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Wind effects on tall buildings according to own measurements and code approach

143-150

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Wind tunnel model tests of Magnus type wind rotors with a horizontal rotation axis

151-156

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Wind influence on the flow inside the road tunnels in the case of the fire

157-164

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Smoke and heat flow in a large volume building in case of fire

165-172

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Cause of prior-failure technical states of purlins in steel halls

173-180

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The lateral buckling of steel I-shape beams with continuous torsional elastic restraints

181-188

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Buckling resistance of vertical stiffeners of steel silos for grain storage

189-196

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The influence of rotational flexibility of beam-column connection on roof plane rigidity of energy-active cover of frame-purlin hall

197-204

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The modal analysis of cylindrical steel tank with selfsupported roof filled with different level of liquid

205-212

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Partial factors for cross-section resistance of elements in steel structures

213-220

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Energy-active expansion segments of halls with structural covers

221-228

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Bending resistance of steel beams with corrugated web under fully developed fire

229-236

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Moment – rotation dependence under fire conditions for steel beam-to-column joint with known flexibility

237-244

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An influence of foundation settlement on the selected mast structure

245-250

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Verification of prying effect in prestressed end-plate connection

251-258

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Modern solutions of arch-shaped construction for agricultural building halls

259-266

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Tests of damaged members of facade scaffolding bearing frames

167-174

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Dynamic characteristics measurements as a part of design assisted by testing in estimation of the steel latticed towers wind loading according to Eurocode

275-282

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Resistance and stability of steel channel section beams

283-290

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Resistance of truss N shape joints made with steel RHS in plug & play connections

291-298

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