کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
268053 504423 2011 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Optimal probabilistic design of seismic dampers for the protection of isolated bridges against near-fault seismic excitations
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Optimal probabilistic design of seismic dampers for the protection of isolated bridges against near-fault seismic excitations
چکیده انگلیسی

A probabilistic, simulation-based framework is presented in this paper for risk assessment and optimal design of supplemental dampers for multi-span bridge systems supported on abutments and intermediate piers through isolation bearings. The adopted bridge model explicitly addresses nonlinear characteristics of the isolators and the dampers, the dynamic behavior of the abutments, and the effect of pounding between the neighboring spans against each other as well as against the abutments. Nonlinear dynamic analysis is used to evaluate the bridge performance, and a realistic stochastic ground motion model is presented for describing the time history of future near-fault ground motions and relating their characteristics to the seismic hazard for the structural site. A probabilistic foundation is used to address the various sources of structural and excitation uncertainties and ultimately characterize the seismic risk for the bridge. This risk is given by the expected value of the system response over the adopted probability models. Stochastic simulation is used for evaluating the multi-dimensional integral representing this expected value and for performing the associated optimization when searching for the most favorable damper characteristics. An efficient probabilistic sensitivity analysis is also established for identifying the importance of each of the uncertain model parameters in affecting the overall risk. An illustrative example is presented that considers the design of nonlinear viscous dampers for the protection of a two-span bridge.


► A probabilistic framework is presented for the design of dampers for multi-span bridges.
► The framework is founded on simulation-based techniques for analysis and optimal design.
► Near-fault excitations are considered for characterization of seismic hazard/risk.
► The response is calculated through dynamic analysis including soil–bridge interaction.
► A sensitivity analysis is also developed for identifying the importance of risk factors.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 33, Issue 12, December 2011, Pages 3496–3508
نویسندگان
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