Zobrazeno 1 - 10
of 439
pro vyhledávání: '"Section steel"'
Publikováno v:
Underground Space, Vol 19, Iss , Pp 6-25 (2024)
Double-arch tunnels, as one of the popular forms of tunnels, might be exposed to boiling liquid expanding vapour explosions (BLEVEs) associated with transported liquified petroleum gas (LPG), which could cause damage to the tunnel and even catastroph
Externí odkaz:
https://doaj.org/article/7011c58e9c374b2daaab8a8e7a502464
Publikováno v:
Journal of Materials Research and Technology, Vol 32, Iss , Pp 177-184 (2024)
Using instrumented indentation testing, we explore the measurement of surface residual stress in H-section steel beams produced through the quenching and self-tempering (QST) process. We establish a significant correlation between the plastic pile-up
Externí odkaz:
https://doaj.org/article/a2ddc0ce72c34a3ab4db73be2d11873a
Publikováno v:
Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 3, Pp 69-79 (2024)
The application of steel short piles in practical engineering is restricted due to its unclear bearing mechanism. However, due to advantages such as low cost, high strength, minimal soil displacement, easy construction, and convenient transportation,
Externí odkaz:
https://doaj.org/article/75ea38764e284e369f5d6bd4c682f1e2
Publikováno v:
In Engineering Structures 1 January 2025 322 Part A
Publikováno v:
In Underground Space December 2024 19:6-25
Publikováno v:
In Structures November 2024 69
Autor:
Zhiyong Yang, Xin Xiong
Publikováno v:
Applied Sciences, Vol 14, Iss 22, p 10091 (2024)
In this paper, a novel technique for connecting residential shear walls to floor slabs is investigated. Shear wall structures with two different connection methods were established and numerically analyzed using ABAQUS (2024) finite element software.
Externí odkaz:
https://doaj.org/article/99b56459635c4791bda0af3435e91004
Publikováno v:
In Journal of Materials Research and Technology September-October 2024 32:177-184
Publikováno v:
Electronic Journal of Structural Engineering (2024)
To study the influence of bond-slip on the numerical simulation of steel reinforced lightweight concrete(SRLC) members, the push-out test and finite element analysis are carried out first, and then the nonlinear finite element simulation of SRLC beam
Externí odkaz:
https://doaj.org/article/56af83e9108442f8a573480c699f61b8
Publikováno v:
In Journal of Constructional Steel Research July 2024 218