Zobrazeno 1 - 10
of 4 151
pro vyhledávání: '"Static test"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-20 (2024)
Abstract Compared with the traditional frame structures, the novel composite frame with replaceable steel links can realize the rapid recovery of building occupancy after seismic actions to provide the capacity of reducing structural damage and ensur
Externí odkaz:
https://doaj.org/article/b718bb62fe1e47d59977421b43a35699
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-18 (2024)
Abstract This paper discusses the seismic performance of five reduced-scale shear walls, including one cast-in-place (CIP) concrete shear wall, two precast concrete (PC) shear walls with overlapping U-bar loop connections, and two PC shear walls with
Externí odkaz:
https://doaj.org/article/450db0a665f44d3ca8e392311014f350
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To reduce residual deformation and address corrosion issues, this paper introduces a novel type of composite columns, utilizing ultra-high-performance concrete (UHPC)-filled fiber reinforced polymer (FRP) tubes (UHPC-FFT) and reinforced with
To reduce residual deformation and address corrosion issues, this paper introduces a novel type of composite columns, utilizing ultra-high-performance concrete (UHPC)-filled fiber reinforced polymer (FRP) tubes (UHPC-FFT) and reinforced with
Externí odkaz:
http://hdl.handle.net/10454/20027
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 22, Iss 2, Pp 89-95 (2024)
It is a usual practice that traditional methods with traditional materials (most frequently jacketing of elements) are used for repair and strengthening of structures. However, lately, particularly in the last two decades, there have occurred new con
Externí odkaz:
https://doaj.org/article/8e9be0bcb46342dc80dcb65b7fb88542
Autor:
Xudong Chen, Qinyong Ma
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-13 (2024)
Abstract The performance of joint connections in composite slabs is crucial for ensuring their bidirectional load-bearing capacity and overall structural integrity. To effectively address the challenge of protruding rebar in precast components, a new
Externí odkaz:
https://doaj.org/article/260ce7426e33478cb3e00ecfce72e52e
Publikováno v:
In Engineering Structures 15 January 2025 323 Part A
Publikováno v:
In Engineering Structures 15 January 2025 323 Part A
Publikováno v:
Applied Sciences, Vol 14, Iss 22, p 10166 (2024)
Integral abutment bridges (IABs) have been widely applied in bridge engineering because of their excellent seismic performance, long service life, and low maintenance cost. The superstructure and substructure of an IAB are integrally connected to red
Externí odkaz:
https://doaj.org/article/1df47d227ff54e1f975c7e143afdd04e
Publikováno v:
Buildings, Vol 14, Iss 11, p 3441 (2024)
This paper proposed an innovative precast steel-reinforced concrete (PPSRC) squat wall to simplify on-site construction. In PPSRC squat shear walls, the hollowly precast RC wall panel can be assembled on-site through the pre-erected steel shapes, and
Externí odkaz:
https://doaj.org/article/bae6dc85f0a547ea859128d19623ac35
Publikováno v:
Buildings, Vol 14, Iss 11, p 3470 (2024)
Investigating the seismic behavior of precast concrete bridge piers is crucial in the design process due to the complex stress distribution in the connecting components. To demonstrate the seismic behavior of precast concrete bridge piers with hybrid
Externí odkaz:
https://doaj.org/article/0cf158ef52d844bc8564de00b2248f6c