Indexation 624.151
Ouvrages de la bibliothèque en indexation 624.151 (52)
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A. Benavent-Climent, Auteur |This paper proposes a new model for quantifying the damage in structural steel components subjected to randomly applied flexural/shear stress reversals, such those induced by earthquakes. In contrast to existing approaches that consider the dama[...]![]()
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Navarro, Manuel, Auteur ; Francisco Vidal, Auteur ; Takahisa Enomoto, Auteur |The damage distribution in Adra town (south-eastern Spain) during the 1993 and 1994 Adra earthquakes (5.0 magnitude), that reached a maximum intensity degree of VII (European Macroseismic Scale (EMS scale)), was concentrated mainly in the south-[...]![]()
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Anastasios Kotsoglou, Auteur ; Stavroula Pantazopoulou, Auteur |Seismic performance and dynamic response of bridge-embankments during strong or moderate ground excitations are investigated through finite element (FE) modelling and detailed dynamic analysis. Previous research studies have established that bri[...]![]()
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R. Pinho, Auteur ; C. Casarotti, Auteur ; S. Antoniou, Auteur |Traditional pushover analysis is performed subjecting the structure to monotonically increasing lateral forces with invariant distribution until a target displacement is reached; both the force distribution and target displacement are hence base[...]![]()
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Serror M. Hassanien, Auteur ; Junya Inoue, Auteur ; Muneo Hori, Auteur |In this paper, a distributed object-based software environment (DOSE) has been developed to facilitate the integrated simulation of an urban system under the risk of urban-scale hazards such as earthquakes. It is understood that individual simul[...]![]()
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Serror M. Hassanien, Auteur ; Junya Inoue, Auteur ; Muneo Hori, Auteur |A software prototype of a simulation service software environment, called DOSE (distributed object-based software environment), is developed to realize the integrated simulation of an urban system under the risk of urban-scale hazards such as ea[...]![]()
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Nicolas Luco, Auteur ; Paolo Bazzurro, Auteur |Limitations of the existing earthquake ground motion database lead to scaling of records to obtain seismograms consistent with a ground motion target for structural design and evaluation. In the engineering seismology community, acceptable limit[...]![]()
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Didier Pettinga, Auteur ; Christopoulos, Constantin, Auteur ; Pampanin, Stefano, Auteur |Developments in performance-based seismic design and assessment approaches have emphasized the importance of considering residual deformations. Recent investigations have also led to a proposed direct displacement-based design (DDBD) approach wh[...]![]()
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Bin Wu, Auteur ; Wang, Qianying, Auteur ; Shing, Benson P., Auteur |This paper presents a new method, called the equivalent force control method, for solving the nonlinear equations of motion in a real-time substructure test using an implicit time integration algorithm. The method replaces the numerical iteratio[...]![]()
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A. J. Kosmopoulos, Auteur ; M. N. Fardis, Auteur |Four real buildings with three to six stories, strong irregularities in plan and little engineered earthquake resistance are subjected to inelastic response-history analyses under 56 bidirectional EC8-spectra-compatible motions. The average chor[...]![]()
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Karavasilis, Theodore L., Auteur ; Bazeos, Nikitas, Auteur ; Beskos, Dimitri E., Auteur |This paper summarizes the results of an extensive study on the inelastic seismic response of X-braced steel buildings. More than 100 regular multi-storey tension-compression X-braced steel frames are subjected to an ensemble of 30 ordinary (i.e.[...]![]()
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Iervolino, Iunio, Auteur ; Giorgio, Massimiliano, Auteur ; Manfredi, Gaetano, Auteur |Tremblement de terre les systèmes d'alerte précoce (EEWS) semblent avoir le potentiel pour que des outils en temps réel de gestion des risques sismiques et d'atténuation. En fait, bien que l'évacuation des bâtiments exige délai d'avertissement p[...]![]()
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Ozcelik, O., Auteur ; Restrepo, J. I., Auteur ; Trombetti, T. L., Auteur ; Joel P. Conte, Auteur ; J. Enrique Luco, Auteur |This paper proposes a simple conceptual mathematical model for the mechanical components of the NEES-UCSD large high-performance outdoor shaking table and focuses on the identification of the parameters of the model by using an extensive set of [...]![]()
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Yuichi Sato, Auteur ; HuneBum Ko, Auteur |This study presents a cyclic load test of four RC columns to obtain data on stresses and strains on lateral shear-reinforcing bars that contact buckled longitudinal reinforcing bars. The specimens include columns laterally jacketed with all-elas[...]![]()
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Sorace, Stefano, Auteur ; Terenzi, Gloria, Auteur ; Magonette, Georges, Auteur ; Molina, Francisco J., Auteur |An experimental investigation on a base isolation system incorporating stainless steel-Teflon bearings as sliders, and pressurized fluid viscous spring dampers, is presented in this paper. In the system examined, dampers are connected to the bas[...]
624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes

