当前位置: X-MOL 学术Soil Dyn. Earthq. Eng. › 论文详情
Our official English website, www.x-mol.net, welcomes your feedback! (Note: you will need to create a separate account there.)
Seismic isolation design for simply-supported beam bridges based on the energy balance method under near-fault ground motions
Soil Dynamics and Earthquake Engineering ( IF 4 ) Pub Date : 2021-03-30 , DOI: 10.1016/j.soildyn.2021.106730
Yu Li , Chen Li , Guo-Hui Zhao

The seismically isolated simply-supported beam bridge (SISBB) with the seismic isolation bearing (SIB) is converted into an equivalent bilinear single-degree-of-freedom system. Then, by inputting the 139 near-fault ground motion (GM) records into the equivalent system, the parametric study on the near-fault seismic input energy spectra (SEI) of the SISBB is conducted by considering the equivalent system parameters and the near-fault GM characteristics. So, it can be found that: the increase of post-yield stiffness ratio (ηe) can slightly increase the peak values of the near-fault SEI, and ηe = 0.2 can be used to calculate the near-fault SEI design spectra of the SISBB; with the increase of the damping ratio (ξe) (or ductility ratio (μe)), the spectral values of the near-fault SEI increases, the hysteretic energy dissipation capacity of the SIB decreases, and the damping energy dissipation capacity of the equivalent system increases; when μe ≥ 10, the effect of μe on the near-fault SEI can be ignored; the softer the site soil or the smaller the Joyner-Boore distance to rupture plane (Rjb) is, the greater the near-fault SEI is; if the near-fault SEI with a standard peak ground acceleration (PGA) is known, the near-fault SEI with other PGAs can be obtained by multiplying the (PGAOther/PGAStandard)2 by the spectral values of the near-fault SEI with a standard PGA. Finally, the near-fault SEI design spectra of the SISBB are obtained, and the seismic isolation design for SISBB based on the energy balance method is proposed, the feasibility of which is verified by a case study.



中文翻译:

基于近震地震动能量平衡法的简支梁桥隔震设计

带有隔震支座(SIB)的隔震简支梁桥(SISBB)被转换为等效的双线性单自由度系统。然后,通过将139个近断层地震动记录输入等效系统,通过考虑等效系统参数和近邻来对SISBB的近断层地震输入能谱(S EI)进行参数研究。 -故障通用特征。这样,可以发现:的后屈服刚度比(增加η ë)可以稍微增加的峰值近断层小号EI,和η Ë  = 0.2可以用于计算近断层小号EISISBB的设计范围;与阻尼比的增加(ξ ë)(或延展性比(μ ë)),的近断层频谱值小号EI增大,SIB的滞后能量耗散能力下降,和的阻尼能量耗散能力等效系统增加;当μ ë  ≥10的效果μ Ë对近故障小号EI可以忽略; 现场土壤越软或距破裂面的Joyner-Boore距离(R jb)越小,则近断层S EI越大;如果接近故障SEI与标准峰值地面加速度(PGA)是已知的,近断层小号EI与可由(PGA相乘来获得其它的PGA其他/ PGA标准 2通过的频谱值近断层小号EI用标准PGA。最后,近断层小号EI获得了SISBB的设计光谱,并提出了一种基于能量平衡方法SISBB地震隔离设计,其中的可行性通过一个案例研究证实。

更新日期:2021-03-31
down
wechat
bug