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34篇 您的检索式：作者名="Cimellaro"

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	题名	作者	年代	出处	被引量
1	Deterministic and fuzzy-based methods to evaluate community resilience显示文摘Community resilience is becoming a growing concern for authorities and decision makers.This paper introduces two indicator-based methods to evaluate the resilience of communities based on the PEOPLES framework.PEOPLES is a multi-layered framework that defines community resilience using seven dimensions.Each of the dimensions is described through a set of resilience indicators collected from literature and they are linked to a measure allowing the analytical computation of the indicator’s performance.The first method proposed in this paper requires data on previous disasters as an input and returns as output a performance function for each indicator and a performance function for the whole community.The second method exploits a knowledge-based fuzzy modeling for its implementation.This method allows a quantitative evaluation of the PEOPLES indicators using descriptive knowledge rather than deterministic data including the uncertainty involved in the analysis.The output of the fuzzy-based method is a resilience index for each indicator as well as a resilience index for the community.The paper also introduces an open source online tool in which the first method is implemented.A case study illustrating the application of the first method and the usage of the tool is also provided in the paper.	Omar Kammouh Ali Zamani Noori Veronica Taurino Stephen A.Mahin Gian Paolo Cimellaro	2018	Earthquake Engineering and Engineering Vibration2018，17，2：	3
2	Spectral and fragility evaluations of retrofitted structures through strength reduction and enhanced damping显示文摘A retrofit procedure for existing buildings called the 'weakening and damping technique' (WeD) is presented in this paper. Weakening of structures can limit the maximum response accelerations during severe ground motions, but leads to an increase in the displacements or inter-story drifts. Added damping by using viscous dampers, on the other hand, reduces the inter-story drifts and has no significant effect on total accelerations, when structures behave inelastically. The weakening and damping technique addresses the two main causes for both structural and nonstructural damage in structures. The weakening retrofit is particularly suitable for structures that have overstressed components and weak brittle components. In this paper, the advantages of the WeD are verified by nonlinear dynamic analysis and simplified spectral approach that has been modified to fit structures with additional damping devices. A hospital structure located in the San Fernando Valley in California is selected as a case study. The results from both analyses show that the retrofit solution is feasible to reduce both structural acceleration and displacement. A sensitivity analysis is also carried out to evaluate the effectiveness of the retrofitting method using different combinations of performance thresholds in accelerations and displacements through fragility analysis.	Gian Paolo Cimellaro Hwasung Roh Alessandro De Stefano	2009	Earthquake Engineering and Engineering Vibration2009，8，1：	2
3	Integrated design of inelastic controlled structural systems 显示文摘	Cimellaro G P Soong T T Reinhorn A M	2009	Structural Control Health Monitoring2009，16，78：	1
4	Future directions in structuralcontrol显示文摘	Soong T T Cimellaro G P	2009	Structural Control Health Monitoring2009，16，：	1
5	Multidimensional Performance Limit State for Hazard Fragility Functions显示文摘	Cimellaro G P Reinhorn A M	2010	Journal of Engineering Mechanics2010，137，1：	1
6	Framework for analytical quantification of disaster resilience显示文摘	Gian Paolo Cimellaro Andrei M. Reinhorn Michel Bruneau	2010	Engineering Structures2010，，11：	1
7	Future directions in structural control显示文摘	Soong T T Cimellaro G P	2009	Structural Control and Health Monitoring2009，16，1：	1
8	Multidimensional per- formance limit state for hazard fragility functions 显示文摘	Cimellaro G P Reinhorn A M	2010	Journal of Engineering Mechanics2010，137，1：	1
9	Seismic reliability of a cable-stayed bridge retrofitted with hys- teretic devices 显示文摘	Casciati F Cimellaro G P Domaneschi M	2008	Computers & Structures2008，86，17：	1
10	Fragility analysis and seismic record selection 显示文摘	Cimellaro G P Reinhorn A M D Ambrisi A	2011	ASCE Journal of Structural Engineering2011，137，3：	1
11	Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices显示文摘	Fabio Casciati Gian Paolo Cimellaro Marco Domaneschi	2008	Computers and Structures2008，，17：	1
12	Seismic Reliability of a Cable-stayed Bridge Retrofitted with Hysteretic Devices显示文摘	CASCIATI F CIMELLARO G P DOMANESCHI M	2008	Computers and Structures2008，86，17：	1
13	Output-only Modal Identification of the Historical L'Aquila City-Hall and Civic Tower显示文摘	Cimellaro GP Pianta' S De_Stefano A		0，，：	1
14	Fragility analysis and seismic record selection 显示文摘	Cimellaro G P Reinhorn A M D' Ambrisi A	2011	Journal of Structural Engineering ( ASCE)2011，137，3：	1
15	Framework for analytical quantification of disaster resilience显示文摘	Gian Paolo Cimellaro Andrei M. Reinhorn Michel Bruneau	2010	Engineering Structures2010，，11：	1
16	Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices显示文摘	Casciati F Cimellaro G Domaneschi M	2008	Computers&Structures2008，86，1718：	1
17	Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices显示文摘	Casciati F Cimellaro G P Domaneschi M	2008	Computers &Structures2008，86，1718：	1
18	Performance-based metamodel for healthcare facilities显示文摘	Cimellaro G P Reinhoru A M Bruneau M	2011	Earthquake Engineering & Structural Dy- namics2011，40，11：	1
19	Simultaneous stiffness-damping optimization of structures with respect to acceleration, displacement and base shear显示文摘	CIMELLARO G P	2007	Engineering Structures2007，29，11：	1
20	Future Directions in Structural Control 显示文摘	Soong T T Cimellaro G P	2009	Structural Control and Health Monitoring2009，16，1：	1

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