Archives

2013

Published: 2020-09-04

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

007-014

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2064

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

015-022

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2065

The effect of braking forces on displacement of integral bridges

023-030

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2069

Eurocodes for bridge design versus mechanics

031-038

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2070

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

039-046

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2071

Investigation of horizontal forces result in railway viaduct with curved truck

047-054

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2072

Engineering modelling of structural details of a bridge

055-062

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2073

The application of composites (FRP) in military bridges

063-070

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2074

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

071-078

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2075

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

079-086

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2076

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

087-094

PDF
DOI: https://doi.org/10.35784/bud-arch.2083

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

095-102

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2104

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

103-09

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2105

The Analysis of wind action on building and scaffolding system

111-118

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2109

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

119-126

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2110

Human comfort criteria in urban environment

127-133

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2111

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

135-141

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2112

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

143-150

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2113

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

151-156

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2115

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

157-164

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2116

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

165-172

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2117

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

173-180

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2118

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

181-188

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2128

Buckling resistance of vertical stiffeners of steel silos for grain storage

189-196

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2129

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

197-204

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2130

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

205-212

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2132

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

213-220

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2134

Energy-active expansion segments of halls with structural covers

221-228

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2135

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

229-236

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2136

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

237-244

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2140

An influence of foundation settlement on the selected mast structure

245-250

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2145

Verification of prying effect in prestressed end-plate connection

251-258

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2148

Modern solutions of arch-shaped construction for agricultural building halls

259-266

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2152

Tests of damaged members of facade scaffolding bearing frames

167-174

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2153

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

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2154

Resistance and stability of steel channel section beams

283-290

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2155

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

291-298

PDF (Polish)
DOI: https://doi.org/10.35784/bud-arch.2156