SEISMIC BEHAVIOR OF STEEL STRUCTURES EQUIPPED WITH STEEL SELF-CENTERING DEVICES (SSCD)

Recent earthquakes have highlighted not only the need of providing sufficient security level to civil and industrial structures in order to limit the loss of human lives, but also the need of reducing the damaging of structural and non-structural elements so to minimize the economical losses. Within this framework, increasing interest is being given, from national and international standards, to the recentering capability of structures and antiseismic devices. Residual displacements cause, in fact, an important reduction of the security level of the building in case of aftershocks, prevent the recovery of activities inside the building and they are very difficult to be repaired. Within this work, the seismic behavior of a steel structure equipped with a steel self-centering device is studied through several Incremental Dynamic Analyses, IDA. The SSCD characteristics are varied in order to perform parametric analyses and to study the influence of each parameter on the global behavior. 904 Available online at www.eccomasproceedia.org Eccomas Proceedia COMPDYN (2017) 904-915 © 2017 The Authors. Published by Eccomas Proceedia. Peer-review under responsibility of the organizing committee of COMPDYN 2017. doi: 10.7712/120117.5465.18196 F. Morelli, A. Piscini and W. Salvatore

[1]  Francesco Morelli,et al.  Development, design and experimental validation of a steel self-centering device (SSCD) for seismic protection of buildings , 2012, Bulletin of Earthquake Engineering.

[2]  Andre Filiatrault,et al.  Seismic response of self‐centring hysteretic SDOF systems , 2002 .

[3]  Franco Braga,et al.  PERFORMANCE-BASED NONLINEAR RESPONSE HISTORY ANALYSIS FRAMEWORK FOR THE “PROINDUSTRY” PROJECT CASE STUDIES , 2016 .

[4]  Francesco Morelli,et al.  SEISMIC RETROFIT OF AN INDUSTRIAL STRUCTURE THROUGH AN INNOVATIVE SELF-CENTERING HYSTERETIC DAMPER: MODELLING, ANALYSIS AND OPTIMIZATION , 2016 .

[5]  Carlo Andrea Castiglioni,et al.  Experimental assessment of the seismic behavior of unbraced steel storage pallet racks , 2016 .

[6]  Andre Filiatrault,et al.  Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .

[7]  Andrea Belleri,et al.  Vulnerability assessment and retrofit solutions of precast industrial structures , 2015 .

[8]  Franco Braga,et al.  PERFORMANCE BASED EARTHQUAKE ASSESSMENT OF AN INDUSTRIAL GAS FILTER STRUCTURE , 2017 .

[9]  Fabio FREDDI PROBABILISTIC PERFORMANCE ASSESSMENT OF LOW- DUCTILITY RC FRAMES RETROFITTED WITH DISSIPATIVE BRACES , 2012 .

[10]  Carlo Andrea Castiglioni,et al.  Assessment of the seismic behaviour of braced steel storage racking systems by means of full scale push over tests , 2016 .

[11]  Gennaro Magliulo,et al.  The Emilia Earthquake: Seismic Performance of Precast Reinforced Concrete Buildings , 2014 .

[12]  Sri Sritharan,et al.  Preliminary results and conclusions from the PRESSS five-story precast concrete test Building , 1999 .

[13]  Andrea Dall'Asta,et al.  Elastoplastic model for steel buckling-restrained braces , 2012 .

[14]  Carlo Andrea Castiglioni,et al.  Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution , 2016, Bulletin of Earthquake Engineering.

[15]  Alper Kanyilmaz,et al.  Role of compression diagonals in concentrically braced frames in moderate seismicity: A full scale experimental study , 2017 .

[16]  A. V. Avdelas,et al.  Steel Frames with Reinforced Concrete Infill Walls. , 2014 .

[17]  Andrea Dall'Asta,et al.  Sensitivity-based study of the influence of brace over-strength distributions on the seismic response of steel frames with BRBs , 2012 .

[18]  Michel Bruneau,et al.  Exploring the Concept of Seismic Resilience for Acute Care Facilities , 2007 .

[19]  Michel Bruneau,et al.  A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities , 2003 .

[20]  Walter Salvatore,et al.  An enhanced component based model for steel connection in a hybrid coupled shear wall structure , 2016 .

[21]  Franco Braga,et al.  Nonlinear Dynamic Response of HDRB and Hybrid HDRB-Friction Sliders Base Isolation Systems , 2005 .

[22]  Alessandro Zona,et al.  Effect of buckling-restrained brace model parameters on seismic structural response , 2014 .

[23]  A. Mccarthy Development , 1996, Current Opinion in Neurobiology.

[24]  Franco Braga,et al.  A macroseismic approach for the evaluation of the seismic risk , 2015 .

[25]  Andrea Belleri,et al.  Seismic Performance of Precast Industrial Facilities Following Major Earthquakes in the Italian Territory , 2015 .

[26]  C. Nuti,et al.  Speedup of post earthquake community recovery: the case of precast industrial buildings after the Emilia 2012 earthquake , 2014, Bulletin of Earthquake Engineering.

[27]  P. Cochat,et al.  Et al , 2008, Archives de pediatrie : organe officiel de la Societe francaise de pediatrie.

[28]  Aurel Stratan,et al.  Experimental validation of re-centring capability of eccentrically braced frames with removable links , 2016 .

[29]  Joel P. Conte,et al.  Probabilistic seismic response analysis of a 3-D reinforced concrete building , 2013 .

[30]  Laura Ragni,et al.  Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames , 2016 .

[31]  Luis Calado,et al.  Experimental analysis of seismic resistant composite steel frames with dissipative devices , 2012 .

[32]  Robert Tremblay,et al.  Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation , 2008 .

[33]  Rosario Gigliotti,et al.  Seismic performance of older R/C frame structures accounting for infills-induced shear failure of columns , 2016 .

[34]  Giorgio Monti,et al.  Post-seismic assessment of existing constructions: evaluation of the shakemaps for identifying exclusion zones in Emilia , 2015 .