Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings

DOI10.1016/0045-7949(94)00353-5zbMath0879.73059OpenAlexW2057470619WikidataQ126352325 ScholiaQ126352325MaRDI QIDQ3129573

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Publication date: 29 January 1998

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(94)00353-5

zbMATH Keywords

energy dissipationlarge displacementstotal Lagrangian formulationearthquake induced forcesfour-node isoparametric cable element

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Seismology (including tsunami modeling), earthquakes (86A15)

Related Items (5)

Finite element linear and nonlinear, static and dynamic analysis of structural elements: a bibliography (1992‐1995) ⋮ A parabolic cable element for static analysis of cable structures ⋮ GEOMETRIC NONLINEAR ANALYSIS OF CABLE STRUCTURES WITH A TWO-NODE CABLE ELEMENT BY GENERALIZED DISPLACEMENT CONTROL METHOD ⋮ Pounding mitigation of a short-span cable-stayed bridge using a new hybrid passive control system ⋮ Isogeometric cable elements based on B-spline curves

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