hyperstatic


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hyperstatic

(ˌhaɪpəˈstætɪk)
adj
(Architecture) (of a building) having excessive or redundant support components
References in periodicals archive ?
According to Muttoni, Schawartz, and Thurlimann (2006), reinforced concrete structures are internally hyperstatic and the internal forces acting on each element directly depends on the rigidity of it.
Civil Engineers (Cyprus): Hyperstatic Engineering Ltd
The hyperstatic problem associated with this layout is solved, and a bending stiffness equivalent to the combined joint is presented.
On the contrary, the presence of additional wear rings between the cylinder and the piston, as reported in Figure 4, leads to a hyperstatic problem for the [K.
To calculate the bending stiffness of the resulting hyperstatic system, the principle of virtual work (PVW) approach can be followed.
content of the study: DIA, april, pro, dce, act visa, xxl dia, april xxl, xxl pro, xxl dce, act xxl, xxl visa, xxl det, cdr # The multidisciplinary team will have the expected skills: - structures prestressed hyperstatic (recalculation finite element jacking conditions, design of bearings,) - reinforced concrete structures repair) (supports - Geotechnical and particularly road embankments on compressible (lighter soils) modeling finite elements - road design - environment, - architect with experience in engineering structure.
The real evidence of the finite life of riveted metal bridges is represented by recent collapses: concentration of stresses in the bridge, due to addition of very heavy weight of construction equipment and material placed on the bridge itself combined with the already high stresses due to under-designed thicknesses could result in tragic and brittle progressive collapse, as reported in Astaneh-Asl (2008) concerning the I35-W bridge collapse in Minneapolis, USA (2007); long term differential vertical settlement of bearings in hyperstatic structures could lead to concentration of stresses in fatigue damaged corroded members, and this has lead to the sudden collapse of the Piacenza Po bridge in Italy in 2009.
An effect of structural and technological features on the design methodology of hyperstatic precast reinforced concrete and composite steel-concrete structures is discussed.
Hyperstatic composite and concrete systems of buildings and similar construction works exposed to extreme gravity and lateral actions belong to high-reliable structures.
Composite steel-concrete and cracking reinforced concrete hyperstatic structures, usually, cannot collapse without warning.
It has a proprietary hyperstatic adapter mechanical clamping system that permits adapter mount repeatability of 0.
It is made of metal with a total length of 523 m aprons 7 isostatic spans of 40 m span on grade 1 and hyperstatic deck 243 m on the Meuse.