Indexation 624 : Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes
624.01 Structures et éléments de structures d'après les matériaux et procédés de constructionOuvrages de la bibliothèque en indexation 624 (588)
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J. Enrique Luco, Auteur ; Ozcelik, O., Auteur ; Joel P. Conte, Auteur |The main objective of this paper is to investigate the tracking (signal reproduction) capability of the UCSD-NEES shake table system through a series of broadband and harmonic experiments with different tuning and test amplitudes. The second obj[...]
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Jaime de la Colina, Auteur ; Bernardino Benítez, Auteur ; Sonia E. Ruiz, Auteur |This paper presents the results of a Monte Carlo simulation study on accidental eccentricity of low-rise office buildings. The study incorporates results of a live-load survey in several office buildings in Mexico City. Probability density funct[...]
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Curt B. Haselton, Auteur ; Jack W. Baker, Auteur ; Abbie B. Liel, Auteur |One of the challenges of assessing structural collapse performance is the appropriate selection of ground motions for use in the nonlinear dynamic collapse simulation. The ground motions should represent characteristics of extreme ground motions[...]
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Erwan Le Barbu, Auteur ; Frederique Larrarte, Auteur |A prudent management of networks, along with the minimisation of pollution discharged into receiving waters, requires an accurate knowledge of flow rates and pollutant loads conveyed in sewers. Conventional methods are based on well-known techni[...]
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Jean-Pierre Savard, Auteur ; Alain Bourque, Auteur |La population riveraine du Québec maritime est vulnérable à l'impact des changements climatiques (CC). La hausse du niveau de la mer et les modifications de la fréquence des tempêtes, du régime des glaces, des cycles de gel et des extrêmes clima[...]
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A. J. Roffel, Auteur ; R. Lourenco, Auteur ; S. Narasimhan, Auteur |Detuning, resulting from deterioration, inadvertent changes to structure properties, and design forecasting, can lead to a significant loss of performance in tuned mass dampers (TMDs). To overcome this issue, an adaptive compensation mechanism f[...]
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Oguzhan Hasancebi, Auteur ; Ferhat Erdal, Auteur ; Mehmet Polat Saka, Auteur |This paper presents an adaptive harmony search algorithm for solving structural optimization problems. The harmony memory considering rate and pitch adjusting rate are conceived as the two main parameters of the technique for generating new solu[...]
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R. D. Gabbai, Auteur ; E. Simiu, Auteur |We present a novel methodology for the estimation of the aerodynamic damping that affects the along-wind response of tall buildings. The estimation uses (1) measurements of the external pressures on the windward and leeward faces under wind norm[...]
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Jayadipta Ghosh, Auteur ; Jamie E. Padgett, Auteur |This paper presents the formulation of a time-dependent seismic fragility format for bridges, as well as new insights into the potential effects of aging and deterioration on seismic vulnerability traditionally neglected in fragility modeling, i[...]
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Graeme J. Ballantyne, Auteur ; Andrew S. Whittaker, Auteur ; Gary F. Dargush, Auteur |In blast engineering, many designs begin with simplified hand procedures with the loading parameters determined based upon a reflective surface of infinite size. Individual structural members such as columns have finite widths and should be cons[...]
Périodique : texte imprimé
Fawzia Mekideche-Chafa, Directeur de publication ; Guettache, Brahim, Directeur de publication | Kouba [Algerie] : Ecole Nationale des Travaux Publics | 1991-
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Wu, Jong-Cheng, Auteur ; Ying-Chieh Chang, Auteur |The frequency-dependent aerodynamic damping and stiffness of high-rise buildings in along-wind motion have been systematically investigated and compared through wind tunnel tests under smooth wind flow. A novel identification scheme based on the[...]
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Shedid, Marwan T., Auteur ; El-Dakhakhni, Wael W., Auteur ; Drysdale, Robert G., Auteur |In this paper, seven reinforced concrete-block shear walls with aspect ratios of 1.5 and 2.2 (two- and three-storey high) were tested under displacement-controlled cyclic loading. The response of rectangular, flanged, and end-confined walls, des[...]
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Yeong Ae Heo, Auteur ; Sashi K. Kunnath, Auteur ; Norman Abrahamson, Auteur |The need to consider only a small number of ground motions combined with the complexities of response sensitivity to both modeling choices and ground motion variability calls for an assessment of current ground motion selection and modification [...]
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C. Di Prisco, Auteur ; F. Pisano, Auteur |In this paper the stability of an infinitely long granular slope is addressed in the framework of small-strain perfect elastoplasticity. The problem is approached by discussing the condition of strain localisation and, through a reinterpretation[...]
