Kimura et al., 2024 - Google Patents
Impact factor of a seven span continuous cable-stayed bridgeKimura et al., 2024
View PDF- Document ID
- 8654873882661514010
- Author
- Kimura S
- Kim C
- Sugiyama H
- Isa M
- Ono K
- Publication year
- Publication venue
- Bridge Maintenance, Safety, Management, Digitalization and Sustainability
External Links
Snippet
This study aims to investigate the impact factor of a seven span continuous cable-stayed bridge planned for the extension of an expressway by means of a three-dimensional vehicle- bridge coupled vibration analysis. The validity of the three-dimensional analysis was verified …
- 238000004458 analytical method 0 abstract description 35
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| He et al. | Numerical analysis on seismic response of Shinkansen bridge-train interaction system under moderate earthquakes | |
| Xia et al. | Analysis of resonance mechanism and conditions of train–bridge system | |
| Lee et al. | Dynamic response of a monorail steel bridge under a moving train | |
| Liu et al. | Experimental and numerical analysis of a composite bridge for high-speed trains | |
| Majka et al. | Dynamic response of bridges to moving trains: A study on effects of random track irregularities and bridge skewness | |
| Xiang et al. | Safety analysis of train-track-bridge coupled braking system under earthquake | |
| Iwabuki et al. | Contribution of large-vehicle vibration and bridge vibration to low-frequency noise generation characteristics | |
| Deng et al. | Identification of dynamic vehicular axle loads: Demonstration by a field study | |
| Cantero et al. | Numerical evaluation of the mid-span assumption in the calculation of total load effects in railway bridges | |
| Li et al. | Seismic response analysis of road vehicle-bridge system for continuous rigid frame bridges with high piers | |
| CN112364426B (en) | Railway pier damage assessment method and system based on driving safety and dynamic response | |
| Korolev | The study of rolling stock wheels impact on rail switch frogs | |
| Guo et al. | Running safety analysis of a train on the Tsing Ma Bridge under turbulent winds | |
| Kimura et al. | Impact factor of a seven span continuous cable-stayed bridge | |
| Nicolosi et al. | A unified approach for the prediction of vibration induced by underground metro | |
| Xia et al. | Vibration effects of light-rail train-viaduct system on surrounding environment | |
| Karassayeva et al. | Analysis of dynamic properties and movement safety of bogies with diagonal links and rubber-metal vibration absorbers between the rubbing elements of freight cars | |
| Watanabe et al. | A study of running safety and ride comfort of floating tracks for high-speed train | |
| Goto et al. | Evaluation of vehicle running safety on railway structures during earthquake | |
| Kimura et al. | Vibration Serviceability of a Seven Span Continuous Cable-Stayed Bridge | |
| Li et al. | On the safety threshold of trains running on Sichuan-Tibet Railway bridges under the influence of floating ice | |
| Guo et al. | Resonance analysis of train-bridge dynamic interaction system | |
| Sánchez-Haro et al. | Simplified method to detect resonance effects in railway bridges. Viaduct over Aragón River and Almonte bridge application | |
| Sun et al. | Influential parameter analysis on vibration responses of rigid-frame viaducts induced by running high-speed trains | |
| Fukada et al. | Influence of truck platooning with various vehicular gaps on bridge vibration |