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Seismic Response of Simply Supported Deck Bridges with Auxiliary Superelastic Devices

机译：带有辅助超弹性装置的简支桥面板的地震响应

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Cardone D.; Perrone G.; Sofia S.;
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年度 2011
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1. Seismic vulnerability and loss assessment of an isolated simply-supported highway bridge retrofitted with optimized superelastic shape memory alloy cable restrainers [J] . Bulletin of earthquake engineering . 2020,第7期

机译：用优化的超弹性形状记忆合金电缆抑制器改造隔离的简单支持的公路桥的地震脆弱性和损失评估
2. A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges [J] . Cardone D, Perrone G, Sofia S Bulletin of earthquake engineering . 2011,第5期

机译：一种基于性能的自适应方法，用于多跨简支甲板桥的地震评估
3. A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges [J] . Donatello Cardone, Giuseppe Perrone, Salvatore Sofia Bulletin of Earthquake Engineering . 2011,第5期

机译：一种基于性能的自适应方法，用于多跨简支甲板桥的地震评估
4. Seismic Response of Simply Supported Deck Bridges with Auxiliary Superelastic Devices [C] . D. CARDONE, G. PERRONE, S. SOFIA East Asia-Pacific Conference on Structural Engineering and Construction . 2013

机译：用辅助超弹性装置简单地支撑甲板桥的地震响应
5. Seismic response and analysis of multiple frame bridges using superelastic shape memory alloys. [D] . Andrawes, Bassem. 2005

机译：使用超弹性形状记忆合金的多框架桥的地震响应和分析。
6. Investigation on the Cyclic Response of Superelastic Shape Memory Alloy (SMA) Slit Damper Devices Simulated by Quasi-Static Finite Element (FE) Analyses [O] . Jong Wan Hu 2014

机译：准静态有限元（FE）分析模拟的超弹性形状记忆合金（SMA）切缝阻尼器的循环响应研究
7. Analysis of influence of bridge deck damage on first order natural frequency of simply supported T-beam bridge [O] . Shuichang Li 2021

机译：桥式甲板损伤对简称T梁桥第一阶天然频率影响的影响分析
8. Three Programs for Evaluating Bending Moments, Deflections and Shear Forces in Simply-Supported Uniform Bridge Decks under South African NA Loading: Nab, Nad and NAS. Nitrr Manual P13 [R] . Woodrooffe, J. H. F., Morisset, L. E., Smith, C. A. M. 1983

机译：评估南非Na下简支均匀桥面板弯曲力矩，挠度和剪力的三个程序：Nab，Nad和Nas。 Nitrr手册p13

Seismic Response of Simply Supported Deck Bridges with Auxiliary Superelastic Devices

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