11.
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Building reparability after an earthquake is a central issue for a sustainable engineering. Effective policies concerning building reparability should account for buildin [...]
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12.
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In the paper, we present a fuzzy-oriented methodology to model structural and loading uncertainties in elastostatics and potential problems within a Boundary Element Meth [...]
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13.
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In this contribution, we present and mutually compare three approaches to the analysis of finite heterogeneous elastic bodies with a random arrangement of individual phas [...]
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14.
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Building structures in the vicinity of above-ground or underground transport lines are loaded by vibrations excited by the passage of motor vehicles or trains. These vibr [...]
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15.
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The heritage stone structures of the local andesite blocks, composing Prambanan World Heritage Temples in Indonesia originated in the 9th century. Although they had been [...]
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16.
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Györgyi, J.
Near-fault ground motions are characterised, in case of inter-plate earthquakes, by pulse actions with large periods and velocities, and moderate ones in case of intra-pl [...]
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17.
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In this paper the authors propose a new procedure for the normalization of the free vibration mode shapes of a linear structure subject to seismic load. The normalization [...]
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18.
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Abstrakt: Dynamic effects of seismic excitation and of the steam line break in the weld of the steam pipe and the steam collector during an earthquake are analyzed. Gener [...]
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19.
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This article describes performing of the stress - strain analysis of the physiological hip joint with the effect of uncertain input material characteristics which are ent [...]
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20.
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Fischer, Cyril
Seismic random processes are characterized by high non-stationarity and, in most cases, by a marked variability of frequency contents. The widely used hypothesis modellin [...]
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21.
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Checking analyses of large steel tanks with fluid have been carried out within the frame of the project of completion of Units 3 a 4 of the nuclear power plant Mochovce. [...]
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22.
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This paper is aimed for researching dynamic response of steel tank under the seismic load. For description of tank’s behavior the finite element model in ANSYS software [...]
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23.
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The structural analysis in earthquake engineering is a complex task because the problem is dynamic and usually non-linear, the structural system is usually complex, and i [...]
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