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Simplified approach to integrate seismic retrofitting prioritization with social cost evaluation: A case study in central Italy

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Journal of Traffic and Transportation Engineering(English Edition) 2022年第3期9卷 447-460页

作者： Mauro D’Apuzzo Azzurra Evangelisti Alessandro Rasulo Vittorio Nicolosi Department of Civil and Mechanical Engineering University of Cassino and Southern LazioCassino 03043Italy Department of Enterprise Engineering“Mario Lucertini” University of Rome“Tor Vergata”Rome 00133Ital

In the last three decades, bridge stock seismic retrofitting prioritization has become one of the cult topics for scientific discussions in the bridge management strategies. More recent methods are focusing on the evaluation of the generalized failure cost, of a specific bridge derived from direct and indirect costs induced to the users/residents of the area exposed to the seismic hazard as a consequence of bridge collapse. However, when these approaches have to be applied to large transport networks, appear still very complex and computational demanding, and therefore simplified methods to evaluate the impact in terms of social cost related to the reduced efficiency of a transportation network due to potential bridge failure, are *** this work, a simplified method for seismic retrofitting prioritization on a bridge stock is proposed, which is based on a “blended” approach considering specific fragility curves according to several bridge features and condition state, seismic inputs and generalized failure costs related to the transportation network. The effectiveness of the method has been showed on a case study of a local bridge stock placed in central Italy and the obtained results have been compared with those provided by more refined transport simulation models, on one hand, and by more traditional prioritization approaches, on the other. It is highlighted that this method can be very useful for transportation network managers with in a limited budget scenario, in case of lack of information about possible earthquakeinduced impacts on a transportation network efficiency.

关键词： Bridge engineering seismic hazard Fragility models Failure cost Transportation networks seismic retrofitting

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Effectiveness of two conventional methods for seismic retrofit of steel and RC moment resisting frames based on damage control criteria

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Earthquake Engineering and Engineering Vibration 2017年第3期16卷 537-555页

作者： Seyed Bahram Beheshti Aval Hamed Sadegh Kouhestani Lida Mottaghi Faculty of Civil Engineering K. N. Toosi University of Technology Tehran 1ran Faculty of Technical and Engineering Science & Culture University Tehran 1ran

This study investigates the efficiency of two types of rehabilitation methods based on economic justification that can lead to logical decision making between the retrofitting schemes. Among various rehabilitation methods, concentric chevron bracing（CCB） and cylindrical friction damper（CFD） were selected. The performance assessment procedure of the frames is divided into two distinct phases. First, the limit state probabilities of the structures before and after rehabilitation are investigated. In the second phase, the seismic risk of structures in terms of life safety and financial losses（decision variables） using the recently published FEMA P58 methodology is evaluated. The results show that the proposed retrofitting methods improve the serviceability and life safety performance levels of steel and RC structures at different rates when subjected to earthquake loads. Moreover, these procedures reveal that financial losses are greatly decreased, and were more tangible by the application of CFD rather than using CCB. Although using both retrofitting methods reduced damage state probabilities, incorporation of a site-specific seismic hazard curve to evaluate mean annual occurrence frequency at the collapse prevention limit state caused unexpected results to be obtained. Contrary to CFD, the collapse probability of the structures retrofitted with CCB increased when compared with the primary structures.

关键词： steel and RC moment resisting frames seismic retrofitting collapse probability concentric chevron bracing(CCB) cylindrical friction damper (CFD)

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seismic Response of Reinforced Concrete Buildings Retrofitted with Dissipative Steel Braces

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Journal of Civil Engineering and Architecture 2010年第2期4卷 8-24页

作者： Luigi Di Samo Gaenato Manfredi Department of Engineering University of Sannio Piazza Roma 21 82100 Benevento Italy Department of Structural Engineering University of Naples ＂Federico II＂ via Claudio 21 80125 Naples Italy

The present work discusses the outcomes of recent experimental tests and numerical simulations carried out on full scale reinforced concrete （RC） non-ductile frames retrofitted with dissipative steel braces, i.e. innovative buckling restrained braces （BRBs）. Experimental tests were performed on two sample full scale RC framed buildings designed for gravity loads only. Such frames were subjected to cyclic pushovers to investigate their structural performance under different levels of earthquake loadings. The outcomes of the performed experimental tests demonstrate the efficiency and reliability of utilizing BRBs to retrofit non ductile RC frames. These outcomes were confirmed by refined non linear static and response history analyses carried out on an existing RC school framed building designed without seismic details and retrofitted with BRBs similar to those adopted for the tested full-scale frame. In such sample building the BRBs are placed along the perimeter of the existing frames to minimize the interruption of the functionality of the school and for easy of maintenance in the aftermath of major earthquake ground motions. The seismic performance assessment of the retrofitted structural system is illustrated in a detailed manner. Local and global response quantities are presented. The values of the global overstrength Ω for the case study vary between 2.14 and 2.54 for the retrofitted framed building. The translation ductility μ△-values range between 2.07 and 2.36. The response modification factor （or behaviour factor, namely R- or q-factor） is on average equal to 5.0. Additionally, the estimated maximum axial ductility of the BRBs is about 10. Finally, the cost-effectiveness of the adopted retrofitting scheme is emphasized and further needs for the application of BRBs are highlighted.

关键词： seismic retrofitting dissipative braces reinforced concrete frames response analysis earthquakes.

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