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Energy dissipation systems

MESA is the beginning of a new area of research. Now that its feasibility has been established, it can go into several directions. New areas to explore include catalysis, self-replicating systems, introduction of new forces, assembly of small electrically active components, and energy dissipating systems. A common direction in MESA will be to develop strategies that allow large arrays to assemble with high levels of precision and perfection. [Pg.143]

Soong, T.T. 6c Dargush, G.F. 1997. Passive Energy Dissipation Systems in Structural Engineering John Wiley 6c Sons Ltda. [Pg.274]

This objective function represents the average energy dissipated by the dampers in this case, to determine the optimal placement of passive energy dissipation systems, it is necessary to maximize. ... [Pg.3]

Consider an n story linear shear-type building structure, equipped with r passive energy dissipation systems in various story units. Masses, stiffnesses and damping coefficients for different floors of the building are contained in (nxn) matrices, respectively called M, K, C. [Pg.3]

Passive energy dissipation systems (e g. viscous dampers, metallic dampers, friction dampers etc) have been used extensively for the protection of civil engineering structures against strong earthquakes, therefore in this chapter are shown and compared three practical search methods for the optimal placement and design of dampers. They are called ... [Pg.19]

Soong, X. X, Dargush, G. (1997). Passive energy dissipation systems in structural engineering. Chichester, UK John Wiley Sons. [Pg.30]

Dargush, G., Soong, T. T. (1995). Behavior of metallic plate dampers in seismic passive energy dissipation systems. Earthquake Spectra, 77(4), 545-568. doi 10.1193/l.1585827... [Pg.31]

Constantinou, M. C., Soong, T. T., Daigush, G. F. (1998). Passive energy dissipation systems for structural design and retrofit Monograph No.l. Buffalo, NY Multidisciplinary Center for Earthquake Engineering Research. [Pg.77]

Lavan, 0., Daigush, G. F. (2009). Multiobjective Evolutionary seismic design with passive energy dissipation systems. Journal of Earthquake Engineering, 13, 758-790. doi 10.1080/13632460802598545... [Pg.107]

Moreschi, L. M. (2000), Seismic design of energy dissipation systems for optimalperformance. PhD. Dissertation, Virginia Polytechnic Institute and State University. [Pg.108]

Sigaher, A. N., Constantinou, M. C. (2003). Scissor-jack-damper energy dissipation system. Earthquake Spectra, 79(1), 133-158. doi 10.1193/1.1540999... [Pg.249]

Energy Dissipation Systems External devices fixed to the structure dissipate energy. Input earthquakes, wind, etc. They are installed in the structure with the aim of dissipating most seismic energy entering the same structure (Aiken et al., 1993, Tsai etal., 1993). [Pg.278]

Symans MD, Chamey FA, Whittaker AS, Constantinou MC, Kircher CA, Johnson MW, McNamara RJ (2008) Energy dissipation systems for seismic applications current practice and recent developments. J StradEng ASCE 134(1) 3-21... [Pg.404]

Whittaker AS, Aiken ID, Bergman D, Clark PW, Cohen J, Kelly JM, Scholl RE (1993) Code requirements for design and implementation of passive energy dissipation systems. In Proceedings of ATC-17-1 seminar on seismic isolation, passive energy dissipation, and active control, vol 2. ATC, Redwood City, pp 497-508... [Pg.404]

See other pages where Energy dissipation systems is mentioned: [Pg.376]    [Pg.311]    [Pg.272]    [Pg.579]    [Pg.1]    [Pg.5]    [Pg.11]    [Pg.77]    [Pg.79]    [Pg.247]    [Pg.279]    [Pg.298]    [Pg.299]    [Pg.360]    [Pg.360]    [Pg.369]    [Pg.383]    [Pg.412]    [Pg.412]    [Pg.9]    [Pg.1062]   
See also in sourсe #XX -- [ Pg.278 ]



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