01219nam0 2200301 i 450 SUN000483920120316110326.36188-8114-937-0IT2000 509220020725d1999 |0itac50 baitaIT|||| |||||ˆI ‰contratti collegati nelle esperienze giuridiche italiana e franceseBruno MeoliNapoliEdizioni scientifiche italiane[1999]270 p.24 cm.Contratti collegatiFISUNC003003Contratti collegatiFranciaFISUNC003004NapoliSUNL000005346.4502Contratti e rappresentanza. Italia21Meoli, BrunoSUNV004395518434ESISUNV000952650ITSOL20181109RICASUN0004839UFFICIO DI BIBLIOTECA DEL DIPARTIMENTO DI GIURISPRUDENZA00 CONS XV.Eb.26 00 15953 UFFICIO DI BIBLIOTECA DEL DIPARTIMENTO DI GIURISPRUDENZA15953CONS XV.Eb.26paContratti collegati nelle esperienze giuridiche italiana e francese1438993UNICAMPANIA03690nam 2200445z- 450 991034675340332120210211(CKB)4920000000094180(oapen)https://directory.doabooks.org/handle/20.500.12854/47096(oapen)doab47096(EXLCZ)99492000000009418020202102d2017 |y 0engurmn|---annantxtrdacontentcrdamediacrrdacarrierEvaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple ImpulsesFrontiers Media SA20171 online resource (61 p.)Frontiers Research Topics2-88945-270-0 This eBook is the third in a series of books on the critical earthquake response of elastic or elastic-plastic structures under near-fault or long-duration ground motions, and includes four original research papers which were published in the specialty section Earthquake Engineering in 'Frontiers in Built Environment'. Several extensions of the first eBook and the second eBook are included here. The first article is on the earthquake resilience of residential houses after repeated ground motions with high intensity. The 2016 Kumamoto earthquake brought a significant impact on the earthquake resilience of residential houses under repeated ground motions with high intensity in a few days. The necessary strength upgrade withstanding two repeated high-intensity ground motions was found to be 1.5. The second article is concerned with the smart enhancement of earthquake resilience of building structures under both near-fault and long-duration ground motions. A hybrid system of base-isolation and building connection control was proposed and its earthquake resilience to near-fault and long-duration ground motions was evaluated by a double impulse and a multiple impulse. It was demonstrated that the base-isolation is effective for near-fault ground motions and the building connection system using passive dampers is effective for long-duration ground motions. The third article is related to the robustness evaluation of elastic-plastic base-isolated high-rise buildings under resonant near-fault ground motions. The robustness function was introduced to evaluate quantitatively the robustness of elastic-plastic base-isolated high-rise buildings. The fourth article is an extension of the previously proposed energy balance approach to a bilinear elastic-plastic single-degree-of-freedom system under a long-duration sinusoidal ground motion. A historical difficulty in nonlinear vibration posed by Caughey (1960) and Iwan (1961) has been overcome in a smart manner after half a century. The approach presented in this eBook, together with the previous eBooks, is an epoch-making accomplishment to open the door for simpler and deeper understanding of structural reliability and resilience of built environments in the elastic-plastic and nonlinear range.History of engineering and technologybicsscBase isolationBuildingEarthquake ground motionEarthquake responseEnergy balanceImpulseResilienceRobustnessSeismic resistanceStructural controlHistory of engineering and technologyIzuru Takewakiauth1278070BOOK9910346753403321Evaluation of Building Resilience Under Earthquake Input Using Single, Double and Multiple Impulses3019261UNINA