Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Shuangyin Cao"'
Autor:
Kangkang Duan, Shuangyin Cao
Publikováno v:
Materials, Vol 15, Iss 9, p 3351 (2022)
Concrete carbonation is known as a stochastic process. Its uncertainties mainly result from parameters that are not considered in prediction models. Parameter selection, therefore, is important. In this paper, based on 8204 sets of data, statistical
Externí odkaz:
https://doaj.org/article/8dfb27a6907840b19a8a0c0e281eaa66
Publikováno v:
Crystals, Vol 11, Iss 2, p 210 (2021)
Machine learning techniques have become a popular solution to prediction problems. These approaches show excellent performance without being explicitly programmed. In this paper, 448 sets of data were collected to predict the neutralization depth of
Externí odkaz:
https://doaj.org/article/e7274faccaea4c079c2446625e9ee4e5
Publikováno v:
Materials, Vol 12, Iss 13, p 2139 (2019)
The use of new developed high-strength steel in concrete members can reduce steel bar congestion and construction costs. This research aims to study the behavior of concrete columns reinforced with new developed high-strength steel under eccentric lo
Externí odkaz:
https://doaj.org/article/f6ecedd77f0044dca5f581cf7db92441
Publikováno v:
Materials, Vol 11, Iss 3, p 336 (2018)
The objective of this paper was to explore the bond–slip relationship between carbon fiber-reinforced polymer (CFRP) sheets and concrete under cyclic loading through experimental and analytical approaches. Modified beam tests were performed in orde
Externí odkaz:
https://doaj.org/article/c2696938edb149e4ae22feadbf951460
Publikováno v:
Applied Sciences, Vol 7, Iss 11, p 1188 (2017)
Openings are frequently introduced in plates for the purpose of inspection, maintenance, service, etc. The presence of openings reduces the buckling and ultimate capacity significantly, and pasting fiber-reinforced polymers (FRP) is an ideal techniqu
Externí odkaz:
https://doaj.org/article/ebaa2e35f48741149795cb1776deccf7
Publikováno v:
Canadian Journal of Civil Engineering. 48:1481-1495
This study examines the influence of cross-section shape on the seismic behaviour of high-strength steel reinforced concrete shear walls (HSS-RC) designed with Grade HRB 600 MPa reinforcement. As part of the study, two flexure-dominant walls with rec
Publikováno v:
Structural Concrete. 22:1378-1395
Publikováno v:
Journal of Building Engineering. 59:105148
Publikováno v:
Bulletin of Earthquake Engineering. 17:5183-5216
Stiffness is an important parameter for the seismic design of shear walls, which is related to the shear force distribution of each wall member. The stiffness degradation occurs in shear walls under the effect of earthquakes, and the effect of stiffn
Publikováno v:
Advances in Structural Engineering. 22:2605-2619
This article proposes a new connection between a steel bearing and a reinforced concrete column, which is mainly used for provisionally providing jack support in existing reinforced concrete structures. In this suggested connection joint, the steel b