An influence of foundation settlement on the selected mast structure
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Published:
2013-06-11
Issue Vol. 12 No. 2 (2013)
Articles
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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
-
Investigation of horizontal forces result in railway viaduct with curved truck
047-054
-
Engineering modelling of structural details of a bridge
055-062
-
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
-
Wind tunnel tests of aerodynamic interference of the high-rise building and its nearest city surroundings
079-086
-
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
-
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
-
Wind-tunnel simulations of wind influence on snow load distribution on roofs
119-126
-
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
-
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
-
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
Main Article Content
Authors
Abstract
The influence of the mast foundation settlement on the static behaviour of the mast structure was analyzed on the basis of a lattice shaft mast. The calculations were made for the pre-stress condition and wind-load condition of the structure. Basing on the results of static calculations some remarks and conclusions were drawn.
Keywords:
guyed mast, lattice shaft, foundation settlement
Article Details
“An influence of foundation settlement on the selected mast structure” (2013) Budownictwo i Architektura / Civil and Architectural Engineering, 12(2), pp. 245–250. doi:10.35784/bud-arch.2145.
