A three-dimensional model for rain-wind induced vibration of stay cables in cable-stayed bridges
Số trang: 14
Loại file: pdf
Dung lượng: 956.93 KB
Lượt xem: 6
Lượt tải: 0
Xem trước 2 trang đầu tiên của tài liệu này:
Thông tin tài liệu:
In this paper, the effects of wind velocity according to height above the ground on the rain-wind induced vibration (RWIV) of stay cables are investigated. RWIV of the cable is modeled using the linear theory of cable vibration and the central difference algorithm.
Nội dung trích xuất từ tài liệu:
A three-dimensional model for rain-wind induced vibration of stay cables in cable-stayed bridges
Nội dung trích xuất từ tài liệu:
A three-dimensional model for rain-wind induced vibration of stay cables in cable-stayed bridges
Tìm kiếm theo từ khóa liên quan:
Civil engineering Stay cable Rain - wind induced vibration Analytical model Vortex-induced oscillations RWIV vibrationTài liệu liên quan:
-
Ebook Civil engineering reference manual for the PE exam (7th edition): Part 1
627 trang 97 0 0 -
Particle Swarm Optimization using ε constraint-handling method developed in Python
7 trang 30 0 0 -
Compressibility characteristics of clays in the Red River Delta
17 trang 29 0 0 -
Ebook Advances in civil engineering and building materials IV
424 trang 27 0 0 -
Ebook Rock mass classification: A practical approach in civil engineering - Part 2
132 trang 27 0 0 -
Ebook Civil engineering: Topicwise previous solved papers for junior engineer
273 trang 25 0 0 -
10 trang 25 0 0
-
Logistic regression for data classification developed in Excel VBA
6 trang 25 0 0 -
Towards a generalized surrogate model for truss structure analysis using graph learning
11 trang 24 0 0 -
Ebook Wavelet analysis in civil engineering: Part 2
92 trang 22 0 0