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Limited guidance exists both in engineering practice and seismology regarding the mathematical model to be employed for the computationally efficient evaluation of site r [...]
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A high-performance, force-based fiber beam-column element is proposed for the capacity assessment of frame structures under high shear. The proposed element is suitable f [...]
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A methodology based on Neural Networks is presented for the quick vulnerability assessment of steel moment resisting frames. The proposed method combines data extracted f [...]
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Approximate methods based on static pushover are introduced to estimate the seismic performance uncertainty of structures having uncertain plastic hinge parameters. Perfo [...]
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In this paper, a novel approach is presented to investigate realistic problems of structures subjected to transient seismic actions. This approach is used to assess the n [...]
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The paper focuses on the study of reinforced concrete structures that follow construction practices typical of the fifties and the sixties in Southern Europe. Both experi [...]
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COMPDYN 2009, one of the thematic Conferences of the European Community on Computational Methods in Applied Sciences (ECCOMAS), is a Special Interest Conference of the In [...]
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The variability in the seismic demand and capacity of a steel frame having beam hinges with uncertain properties is investigated through Incremental Dynamic Analysis (IDA [...]
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In this paper, we combine downhole observations and broadband ground motion synthetics evaluated at three downhole array sites in the Los Angeles Basin, to investigate th [...]
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10.
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An approximate method based on the static pushover is introduced to estimate the seismic performance uncertainty of structures having uncertain parameters. Performance un [...]
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