Vol. 12 No. 2 (2013) | Budownictwo i Architektura

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

Piotr Bętkowski, Stefan Pradelok

DOI: https://doi.org/10.35784/bud-arch.2064

007-014

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

Jacek Chróścielewski, Mikołaj Miśkiewicz, Łukasz Pyrzowski, Magdalena Rucka, Krzysztof Wilde

DOI: https://doi.org/10.35784/bud-arch.2065

015-022

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The effect of braking forces on displacement of integral bridges

Jakub Jarosz

DOI: https://doi.org/10.35784/bud-arch.2069

023-030

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Eurocodes for bridge design versus mechanics

Sławomir Karaś, Wioleta Czubacka

DOI: https://doi.org/10.35784/bud-arch.2070

031-038

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

Marek Łagoda, Maciej Kowal

DOI: https://doi.org/10.35784/bud-arch.2071

039-046

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Investigation of horizontal forces result in railway viaduct with curved truck

Piotr Olaszek, Juliusz Cieśla, Waldemar Szaniec

DOI: https://doi.org/10.35784/bud-arch.2072

047-054

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Engineering modelling of structural details of a bridge

Stefan Pradelok, Piotr Bętkowski, Adam Rudzik, Piotr Łaziński

DOI: https://doi.org/10.35784/bud-arch.2073

055-062

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The application of composites (FRP) in military bridges

Janusz Szelka, Zbigniew Kamyk

DOI: https://doi.org/10.35784/bud-arch.2074

063-070

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

Adam Wysokowski

DOI: https://doi.org/10.35784/bud-arch.2075

071-078

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

Grzegorz Bosak

DOI: https://doi.org/10.35784/bud-arch.2076

079-086

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

Peter Breuer, Tadeusz Chmielewski, Piotr Górski, Eduard Konopka, Lesław Tarczyński

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

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

Andrzej Flaga, Grzegorz Bosak, Renata Kłaput, Łukasz Flaga

DOI: https://doi.org/10.35784/bud-arch.2104

095-102

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

Andrzej Flaga

DOI: https://doi.org/10.35784/bud-arch.2105

103-09

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The Analysis of wind action on building and scaffolding system

Paulina Jamińska

DOI: https://doi.org/10.35784/bud-arch.2109

111-118

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

Grzegorz Kimbar

DOI: https://doi.org/10.35784/bud-arch.2110

119-126

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Human comfort criteria in urban environment

Katarzyna Klemm

DOI: https://doi.org/10.35784/bud-arch.2111

127-133

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

Grzegorz Krajewski

DOI: https://doi.org/10.35784/bud-arch.2112

135-141

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

Tomasz Lipecki

DOI: https://doi.org/10.35784/bud-arch.2113

143-150

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

Piotr Matys, Andrzej Flaga

DOI: https://doi.org/10.35784/bud-arch.2115

151-156

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

Grzegorz Sztarbała

DOI: https://doi.org/10.35784/bud-arch.2116

157-164

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

Wojciech Węgrzyński

DOI: https://doi.org/10.35784/bud-arch.2117

165-172

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

Antoni Biegus

DOI: https://doi.org/10.35784/bud-arch.2118

173-180

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

Roman Bijak

DOI: https://doi.org/10.35784/bud-arch.2128

181-188

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Buckling resistance of vertical stiffeners of steel silos for grain storage

Paweł Błażejewski, Jakub Marcinowski

DOI: https://doi.org/10.35784/bud-arch.2129

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

Karolina Brzezińska, Andrzej Szychowski

DOI: https://doi.org/10.35784/bud-arch.2130

197-204

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

Daniel Burkacki, Michał Wójcik, Robert Jankowski

DOI: https://doi.org/10.35784/bud-arch.2132

205-212

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

Marian Giżejowski, Zbigniew Stachura

DOI: https://doi.org/10.35784/bud-arch.2134

213-220

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Energy-active expansion segments of halls with structural covers

Zbigniew Kowal, Rafał Piotrowski

DOI: https://doi.org/10.35784/bud-arch.2135

221-228

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

Mariusz Maślak, Krzysztof Kuchta, Marcin Łukacz

DOI: https://doi.org/10.35784/bud-arch.2136

229-236

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

Mariusz Maślak, Małgorzata Snela

DOI: https://doi.org/10.35784/bud-arch.2140

237-244

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An influence of foundation settlement on the selected mast structure

Monika Matuszkiewicz

DOI: https://doi.org/10.35784/bud-arch.2145

245-250

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Verification of prying effect in prestressed end-plate connection

Krzysztof Ostrowski, Jan Łaguna, Aleksander Kozłowski

DOI: https://doi.org/10.35784/bud-arch.2148

251-258

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Modern solutions of arch-shaped construction for agricultural building halls

Artur Piekarczuk

DOI: https://doi.org/10.35784/bud-arch.2152

259-266

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Tests of damaged members of facade scaffolding bearing frames

Aleksander Robak

DOI: https://doi.org/10.35784/bud-arch.2153

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

Marcin Skwarek, Jacek Hulimka

DOI: https://doi.org/10.35784/bud-arch.2154

275-282

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Resistance and stability of steel channel section beams

Radosław Szczerba

DOI: https://doi.org/10.35784/bud-arch.2155

283-290

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

Jerzy Szlendak, Piotr Oponowicz

DOI: https://doi.org/10.35784/bud-arch.2156

291-298

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