Journal of engineering mechanics, Vol. 136 N° 6. Journal of engineering mechanics - Juin 2010
| Titre : | Journal of engineering mechanics, Vol. 136 N° 6. Journal of engineering mechanics - Juin 2010 |
| Type de document : | Bulletin |
| Paru le : | 18/07/2010 |
Dépouillements
Article : texte imprimé
Reynders, Edwin, Auteur ;
Degrauwe, Daan, Auteur ;
De Roeck, Guido, Auteur
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In combined vibration testing, an artificial, measured force is used in operational conditions. This requires the identification of a system model that takes both the measured and the operational excitation into account. Advantages with respect [...]
Article : texte imprimé
Impollonia, Nicola, Auteur ;
Ricciardi, Giuseppe, Auteur ;
Saitta, Fernando, Auteur
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Vibration reduction in stay cables by means of viscous dampers is of great interest in cable damage prevention and serviceability of structural system supported by such cables. The paper presents a study on the effectiveness, as well as the limi[...]
Article : texte imprimé
Zalewski, Bart F., Auteur ;
Mullen, Robert L., Auteur
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This paper describes the interval boundary element method treatment of the pointwise discretization error for systems with geometrically generated flux singularities. Worst-case interval bounds are provided for the local discretization error for[...]
Article : texte imprimé
Seyedi Hosseininia, Ehsan, Auteur ;
Farzaneh, Orang, Auteur
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The paper presents the formulation of a two-phase system applied for reinforced soil media, which accounts for nonlinear behavior of matrix phase. In a two-phase material, the soil and inclusion are treated as two individual continuous media cal[...]
Article : texte imprimé
Time-domain model for predicting aerodynamic loads on a slender support structure for fatigue design
Chang, Byungik, Auteur ;
Sarkar, Partha, Auteur ;
Phares, Brent, Auteur
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This paper presents the development of a universal model for predicting cyclic aerodynamic loads originating from buffeting, self-excited, and vortex shedding on a slender support structure in the time domain that can be used to predict its fati[...]
Article : texte imprimé
Chen, Xinzhong, Auteur ;
Huang, Guoqing, Auteur
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A refined full-order method is presented for estimating the extreme wind load effects of rigid structures with given mean recurrence intervals (MRIs) by combining the distributions of annual maximum wind speed and extreme load coefficients. This[...]
Article : texte imprimé
Piccinin, R., Auteur ;
Ballarini, R., Auteur ;
Cattaneo, S., Auteur
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The results of research initiated in the early 1980s led to the replacement of plasticity-based design guidelines for the load-carrying capacity of headed anchors embedded in concrete with those developed using fracture mechanics. While provisio[...]
Article : texte imprimé
Sadowski, Adam J., Auteur ;
Rotter, J. Michael, Auteur
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The most serious loading condition for slender thin-walled metal silos has long been recognized to be the condition of discharge, with eccentric discharge causing more catastrophic failures than any other. Two key reasons for this high failure r[...]
Article : texte imprimé
Chang, Ching S., Auteur ;
Zhen-Yu Yin, Auteur
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Experimental results show very different stress-dilatancy behavior for sand under compression and extension loading conditions. In order to describe the behavior in both compression and extension conditions, two separate dilatancy equations are [...]
Article : texte imprimé
Challamel, Noêl, Auteur ;
Andrade, Anísio, Auteur ;
Camotim, Dinar, Auteur
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In this paper, one investigates the elastic flexural-torsional buckling of linearly tapered cantilever strip beam-columns acted by axial and transversal point loads applied at the tip. For prismatic and wedge-shaped members, the governing differ[...]
Article : texte imprimé
Carassale, Luigi, Auteur ;
Ahsan Kareem, Auteur
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The Volterra-series expansion is widely employed to represent the input-output relationship of nonlinear dynamical systems. This representation is based on the Volterra frequency-response functions (VFRFs), which can either be estimated from obs[...]
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