05401nam 2201213z- 450 991055712800332120231214133309.0(CKB)5400000000040774(oapen)https://directory.doabooks.org/handle/20.500.12854/68664(EXLCZ)99540000000004077420202105d2020 |y 0engurmn|---annantxtrdacontentcrdamediacrrdacarrierRecent Advances in the Design of Structures with Passive Energy Dissipation SystemsBasel, SwitzerlandMDPI - Multidisciplinary Digital Publishing Institute20201 electronic resource (266 p.)3-03936-060-4 3-03936-061-2 Passive vibration control plays a crucial role in structural engineering. Common solutions include seismic isolation and damping systems with various kinds of devices, such as viscous, viscoelastic, hysteretic, and friction dampers. These strategies have been widely utilized in engineering practice, and their efficacy has been demonstrated in mitigating damage and preventing the collapse of buildings, bridges, and industrial facilities. However, there is a need for more sophisticated analytical and numerical tools to design structures equipped with optimally configured devices. On the other hand, the family of devices and dissipative elements used for structural protection keeps evolving, because of growing performance demands and new progress achieved in materials science and mechanical engineering. This Special Issue collects 13 contributions related to the development and application of passive vibration control strategies for structures, covering both traditional and innovative devices. In particular, the contributions concern experimental and theoretical investigations of high-efficiency dampers and isolation bearings; optimization of conventional and innovative energy dissipation devices; performance-based and probability-based design of damped structures; application of nonlinear dynamics, random vibration theory, and modern control theory to the design of structures with passive energy dissipation systems; and critical discussion of implemented isolation/damping technologies in significant or emblematic engineering projects.History of engineering & technologybicsscstay cablevibration controlhybrid controlinertial mass damperviscous damperpassive vibration controlinerter systemcable bracingparametric studyoptimal designtuned mass damperinerterhigh-rise buildingswind tunnel testwind-induced responsestructural controlsynchronous multi-point pressure measurementseismic protectiondisplacement-dependent dampingstochastic dynamic analysismetal damperperformance parametercyclic loading testhysteretic behaviorenergy dissipation capabilitymulti-degree of freedomgraphical approachsuspension bridgesseismic testpushover testprecast concrete structureshake tableBase-Isolated Buildingsbearing displacementSTMDMTMDsd-MTMDsincremental dynamic analysisearthquakeenergy dissipation“double-step” characteristicsstiffness liftingseismic performancehorizontal connectionprefabricated shear wall structural systemshigh-tech factorylead rubber bearingmoving cranesoil structure interactionvibrationwind loadmotion-based designuncertainty conditionsconstrained multi-objective optimizationreliability analysispassive structural controlcable-stayed bridgesadjacent buildingsseismic poundingenergy-dissipation systemsdistributed damping systemsoptimal placementmultibuilding systemshybrid genetic algorithmparallel computingpounding protectionseismic isolationenergy dissipation devicesnegative stiffness devicedamped structuresHistory of engineering & technologyRicciardi Giuseppeedt311041De Domenico DarioedtZhang RuifuedtRicciardi GiuseppeothDe Domenico DarioothZhang RuifuothBOOK9910557128003321Recent Advances in the Design of Structures with Passive Energy Dissipation Systems3011693UNINA