Lu, 2022 - Google Patents
Application of buckling-restrained braces in the seismic control of suspension bridgesLu, 2022
- Document ID
- 16703756624112817819
- Author
- Lu L
- Publication year
- Publication venue
- Earthquake Engineering and Engineering Vibration
External Links
Snippet
Buckling-restrained braces (BRBs) are widely used to improve the seismic performance of buildings. This paper aims to introduce BRBs to suspension bridges and assess the seismic performance of bridges with BRBs. Taking the Dadu River Bridge as a case study, an FEA …
- 239000000725 suspension 0 title abstract description 71
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Yuan et al. | Seismic performance of cable-sliding friction bearing system for isolated bridges | |
| Monzon et al. | Seismic performance and response of seismically isolated curved steel I-girder bridge | |
| Mirzai et al. | Enhancing the seismic performance of EBFs with vertical shear link using a new self-centering damper | |
| Deringöl et al. | Influence of nonlinear fluid viscous dampers in controlling the seismic response of the base-isolated buildings | |
| Beheshti-Aval et al. | A hybrid friction-yielding damper to equip concentrically braced steel frames | |
| Xiang et al. | Performance of an isolated simply supported bridge crossing fault rupture: shake table test | |
| Lu | Application of buckling-restrained braces in the seismic control of suspension bridges | |
| Sarassantika et al. | Improving brace member seismic performance with amplified-deformation lever-armed dampers | |
| Garlock et al. | Seismic behavior of post-tensioned steel frames | |
| Bagheri et al. | Shaking table test for evaluating the seismic response characteristics of concentrically braced steel structure with and without hysteretic dampers | |
| Abbasi et al. | Effect of shear keys on seismic response of irregular bridge configurations | |
| Yi et al. | Seismic evaluation of cable-stayed bridges considering bearing uplift | |
| Dong et al. | Self-centering mechanism and seismic response of steel tension-only concentrically braced beam-through frames | |
| Upadhyay et al. | Comparison of the seismic retrofit of a three-column bridge bent with buckling restrained braces and self centering braces | |
| Celik et al. | Component testing of steel-core buckling restrained braces (BRBs) with pinned end connections | |
| Sha et al. | A novel orthogonally separated isolation system and its seismic performance on a curved concrete bridge | |
| Miao et al. | Mechanical property of U-Shaped 65Mn steel bumpers for seismic base isolation | |
| Kawashima et al. | The 1996 seismic design specifications of highway bridges | |
| Wang et al. | Seismic assessment for retrofitted skewed reinforced concrete bridges with buckling restrained braces | |
| JP5316854B2 (en) | String string structure | |
| Dong et al. | Cyclic response and parametric study of a self-centering coupled shear wall system with disc spring devices | |
| Wang et al. | Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces | |
| Pètursson et al. | Composite bridges with integral abutments minimizing lifetime cost | |
| Azizi et al. | Using the pendulum column as an isolator by reducing the gravity effect | |
| Elgawady et al. | Rehabilitation of unreinforced brick masonry walls using composites |