Indexation 551.22 : Formes de corps intrusives et volcaniques
551 Géologie générale. Géodynamique. Géomorphologie.Ouvrages de la bibliothèque en indexation 551.22 (9)
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Molina, F. J., Éditeur scientifique ; Géradin, M., Éditeur scientifique ; Viaccoz, B., Éditeur scientifique ; Magonette, G., Éditeur scientifique |A seismic shaking-table test performed on a one-storey steel frame with an 8 ton RC floor slab was reproduced on a similar specimen by means of the pseudo-dynamic (PsD) method. A satisfactory agreement of the results could only be achieved after[...]
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Ahmadizadeh, M., Éditeur scientifique ; Reinhorn, Andrei M., Éditeur scientifique ; Mosqueda, G., Éditeur scientifique |Compensation of delay and dynamic response of servo-hydraulic actuators is critical for stability and accuracy of hybrid experimental and numerical simulations of seismic response of structures. In this study, current procedures for compensation[...]
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Solberg, Kevin M., Éditeur scientifique ; Dhakal, Rajesh P., Éditeur scientifique ; Mander, John B., Éditeur scientifique ; Bradley, Brendon A., Éditeur scientifique |Expected annual loss (EAL), which can be expressed in dollars, is an effective way of communicating the seismic vulnerability of constructed facilities to owners and insurers. A simplified method for estimating EAL without conducting time-consum[...]
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Nowack, Robert L., Auteur ; Dasgupta, Saptarshi, Auteur ; Gerard T. Schuster, Auteur ; Jian-Ming Sheng |Correlation migration for structural imaging using Gaussian beams is described for the inversion of passively recorded teleseismic waves. Gaussian beam migration is based on an overcomplete frame-based representation of the seismic wave field an[...]
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Tuladhar, Rabin, Éditeur scientifique ; Maki, Takeshi, Éditeur scientifique ; Mutsuyoshi, Hiroshi, Éditeur scientifique |Modern seismic design codes stipulate that the response analysis should be conducted by considering the complete structural system including superstructure, foundation, and ground. However, for the development of seismic response analysis method[...]
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Tian-Wei Ma, Éditeur scientifique ; Xu, Ning-Shou, Éditeur scientifique ; Yu Tang, Éditeur scientifique |Many of the control algorithms proposed for structures subjected to seismic excitations are based on a centralized design philosophy, such as the linear quadratic regulator (LQR) design. The information of all the states of the system is usually[...]
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Jalayer, F., Éditeur scientifique ; J. L. Beck, Éditeur scientifique |A probabilistic representation of the entire ground-motion time history can be constructed based on a stochastic model that depends on seismic source parameters. An advanced stochastic simulation scheme known as Subset Simulation can then be use[...]
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Bradley, Brendon A., Éditeur scientifique ; Dhakal, Rajesh P., Éditeur scientifique ; Mander, John B., Éditeur scientifique ; Louman Li, Éditeur scientifique |This paper experimentally investigates the application of damage avoidance design (DAD) philosophy to moment-resisting frames with particular emphasis on detailing of rocking interfaces. An 80% scale three-dimensional rocking beam-column joint s[...]
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Di Ludovico, M., Éditeur scientifique ; Prota, A., Éditeur scientifique ; Manfred, G., Éditeur scientifique ; Cosenza, E., Éditeur scientifique |The opportunities provided by the use of fiber-reinforced polymer (FRP) for the seismic retrofit of existing reinforced concrete (RC) structures were assessed on a full-scale three-story framed structure. The structure, designed only for gravity[...]
