Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for improving seismic performance of bridge by using beam body and energy dissipation and seismic mitigation bridge bearing
A method for improving the seismic performance of bridges by utilizing the beam body and an energy dissipation and seismic mitigation bridge bearing, which can effectively eliminate the harmful vibration of the bridge pier in the inherent frequency band, thus reducing the stress of the pier body and improving the seismic performance of the bridge pier without introducing external additional mass and looking for an installation space on the pier. The method includes the following steps: obtain the natural frequency fi, the equivalent modal mass Mi and the modal stiffness Ki of the pier in the longitudinal or transverse direction by numerical modal analysis or experimental modal test; determine the mass mi of the beam body; calculate the connection stiffness ki and the connection damping ci between the beam body and the pier; select the bearing system with above connection stiffness ki and the connection damping ci.
Method for improving seismic performance of bridge by using beam body and energy dissipation and seismic mitigation bridge bearing
A method for improving the seismic performance of bridges by utilizing the beam body and an energy dissipation and seismic mitigation bridge bearing, which can effectively eliminate the harmful vibration of the bridge pier in the inherent frequency band, thus reducing the stress of the pier body and improving the seismic performance of the bridge pier without introducing external additional mass and looking for an installation space on the pier. The method includes the following steps: obtain the natural frequency fi, the equivalent modal mass Mi and the modal stiffness Ki of the pier in the longitudinal or transverse direction by numerical modal analysis or experimental modal test; determine the mass mi of the beam body; calculate the connection stiffness ki and the connection damping ci between the beam body and the pier; select the bearing system with above connection stiffness ki and the connection damping ci.
Method for improving seismic performance of bridge by using beam body and energy dissipation and seismic mitigation bridge bearing
YANG JIZHONG (Autor:in) / CHEN LIE (Autor:in) / CHEN KEJIAN (Autor:in) / WANG YINGLIANG (Autor:in) / XU YINGUANG (Autor:in) / ZHAI WANMING (Autor:in) / WEI YONGXING (Autor:in) / LIU MINGJUN (Autor:in) / CAI CHENGBIAO (Autor:in) / ZENG YONGPING (Autor:in)
27.10.2020
Patent
Elektronische Ressource
Englisch
Europäisches Patentamt | 2019
|Hybrid energy dissipation bridge seismic mitigation and isolation structure
Europäisches Patentamt | 2021
|Multi-stage energy dissipation and seismic mitigation bridge support structure
Europäisches Patentamt | 2024
|Seismic mitigation and isolation structure of bridge body
Europäisches Patentamt | 2021
|