Shear strength model and prediction of failure mode for multi-spiral column
Số trang: 17
Loại file: pdf
Dung lượng: 832.67 KB
Lượt xem: 13
Lượt tải: 0
Xem trước 2 trang đầu tiên của tài liệu này:
Thông tin tài liệu:
In this paper, a model derived based on the discrete computational method is proposed to calculate the shear strength of column carried by multi-spiral transverse reinforcement, accounting for the effect of compression depth.
Nội dung trích xuất từ tài liệu:
Shear strength model and prediction of failure mode for multi-spiral column
Nội dung trích xuất từ tài liệu:
Shear strength model and prediction of failure mode for multi-spiral column
Tìm kiếm theo từ khóa liên quan:
Civil engineering Shear strength model Failure mode Shear failure Multi-spiral column Shear crack angle Compression depthGợi ý tài liệu liên quan:
-
Ebook Civil engineering reference manual for the PE exam (7th edition): Part 1
627 trang 96 0 0 -
Particle Swarm Optimization using ε constraint-handling method developed in Python
7 trang 29 0 0 -
Compressibility characteristics of clays in the Red River Delta
17 trang 27 0 0 -
Ebook Advances in civil engineering and building materials IV
424 trang 25 0 0 -
Ebook Rock mass classification: A practical approach in civil engineering - Part 2
132 trang 25 0 0 -
10 trang 24 0 0
-
Ebook Wavelet analysis in civil engineering: Part 2
92 trang 21 0 0 -
Ebook Civil engineering: Topicwise previous solved papers for junior engineer
273 trang 21 0 0 -
Logistic regression for data classification developed in Excel VBA
6 trang 21 0 0 -
Towards a generalized surrogate model for truss structure analysis using graph learning
11 trang 21 0 0