Simulation of Wind Loading for Large - span Bridge Structures
CSTR:
Author:
Affiliation:

Clc Number:

U441.2

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    Wind speed time series obtained with numerical simulation methods are adopted in structural analysis of wind - induced vibration. In this paper, based on the natural wind properties and the correlativity of nodal wind speed time series, AR model is employed to simulate wind speed time series, and the AIC rule is used to fix the rank of the AR model. Statistical analysis results of numerical wind speed time series show that AR model is efficient in simulating nodal wind speed time series which has time and space correlativity, and that the simulation precision, simulation efficiency and calculation stability answer the needs of practical engineering.

    Reference
    Related
    Cited by
Get Citation

胡雪莲 李正良 晏致涛.大跨度桥梁结构风荷载模拟研究[J].土木与环境工程学报(中英文),2005,27(3):63~67

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:January 18,2005
  • Revised:January 18,2005
  • Adopted:
  • Online:
  • Published:
Article QR Code