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Elizabeth Vintzileou, Charalambos Mouzakis, Lucia Karapitta and Androniki Miltiadou-Fezans
Domes, vaults and arches are structural components of high vulnerability, due to the horizontal component of the thrust they impose to the supporting vertical elements (piers or walls), accentuated by the asymmetry of loading due to seismic actions. In o...
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Francesco Cavalieri, Giuseppe Donelli, Rui Pinho, Filippo Dacarro, Nunzia Bernardo and Michele de Nigris
Damage to devices installed in electric substations, which have shown vulnerable behaviour under strong earthquakes in the last decades, may endanger power delivery in the emergency phases during and after an earthquake. Within seismic risk assessment of...
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Mohammad Sabbir Rahman , Abul Hasnat, S. M. Yashin , Hafiz Ahmed
Pág. 118 - 124
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Pei-Ching Chen and Kai-Yi Chien
In recent years, optimal control which minimizes a cost function formulated by weighted states and control inputs has been applied to the seismic control of structures. Optimal control requires structural states which may not be available in real applica...
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Wibowo, H.,Sanford, D.M.,Buckle, I.G.,Sanders, D.H.
Pág. 166 - 172
Although live load is well known to have a dynamic effect on bridge response in addition to its self-weight, the significance of these effects on seismic response is unclear. In addition, most bridge design specifications have few requirements concerning...
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John W. van de Lindt and Aaron Potts
Pág. 1343 - 1352
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