Zobrazeno 1 - 10
of 6 407
pro vyhledávání: '"Seismic Behavior"'
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
Autor:
Mohammad Safi, Ghada Karaki
Publikováno v:
Discover Civil Engineering, Vol 1, Iss 1, Pp 1-25 (2024)
Abstract Buildings in developing regions with moderate to high seismicity are more vulnerable to earthquakes. This increased vulnerability is primarily due to the lack of appropriate seismic design guidelines and limited control of construction techn
Externí odkaz:
https://doaj.org/article/4d334dd270564ce9afe5f428a21cac5e
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-20 (2024)
Abstract The seismic behavior of steel reinforced ultra-high strength concrete (SRUHSC) composite frame was investigated through finite element analysis (FEA) modeling. A FEA model for the seismic analysis of the SRUHSC frame was first established an
Externí odkaz:
https://doaj.org/article/7627dd3784ac42f287fa2e2799920872
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03939- (2024)
This study outlines the post-fire seismic behavior of reinforced concrete beam-column joints. Due to the lack of sufficient research data regarding the seismic vulnerability of exterior reinforced concrete beam-column joints after fire exposure, expe
Externí odkaz:
https://doaj.org/article/05fc035987904941b8ea31e4afcdd8fb
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 1, Pp 77-89 (2024)
Hybrid concrete-steel buildings in height are usually referred to as buildings that have two lower and upper parts of concrete and steel materials, respectively. Due to the change in mass, stiffness, and damping in the vertical direction, these build
Externí odkaz:
https://doaj.org/article/55d3e1099c8f43c49921de5e49dc9311
Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102619- (2024)
Integration of steel and concrete benefits in square concrete-filled tube columns (SCFTs) makes them be utilized extensively worldwide. To evaluate the seismic behavior of special moment frames having SCFT columns, an accurate macro-modeling tool wit
Externí odkaz:
https://doaj.org/article/9589c3f3b3194e2da8248de60660ffdf
Autor:
Bi-Da Zhao, Chao-Chao Xu, Hao-Chuan Zhu, Rui-Sheng Chen, Jia-Li Wu, Yuan-Sen Qi, Zhen-Fen Jin
Publikováno v:
Frontiers in Built Environment, Vol 10 (2024)
This article presents a study of the wind-resistance and seismic behavior of steel frame elevator structures with square hollow section (SHS) members. The study was conducted by numerical analysis, it begins by examining the semi-rigid performance of
Externí odkaz:
https://doaj.org/article/c512defd81744f9e8a69f3861beb3dcc
Publikováno v:
International Journal of Structural Integrity, 2023, Vol. 15, Issue 1, pp. 77-96.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-04-2023-0031
Autor:
Rohit Maheshwari
Publikováno v:
Journal of the Civil Engineering Forum, Vol 10, Iss 3 (2024)
The performance of High-rise Reinforced Concrete (R.C.) design buildings with the shear wall is targeted to provide stability, simplicity of maintenance, and durability of the framed structure. The impacts of lateral loads, axial forces, shear forces
Externí odkaz:
https://doaj.org/article/452efe5f3a2b4bb59e73a759afb09234
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03377- (2024)
An experimental investigation was performed to study the seismic performance of columns enhanced by the 630 MPa high-strength steel bars (HSSBs) and ultra-high-performance fiber reinforced concrete (UHPFRC). Six HSSBs-UHPFRC enhanced columns and one
Externí odkaz:
https://doaj.org/article/59e7c0a6a42d4d0590fa187abb1c6b66