Zobrazeno 1 - 10
of 115
pro vyhledávání: '"Huanjun Jiang"'
Autor:
Shang Chen, Huanjun Jiang
Publikováno v:
Materials, Vol 16, Iss 7, p 2649 (2023)
To investigate the effect of non-uniform corrosion on the seismic performance of reinforced concrete (RC) frame structures, seven RC frame specimens, including one uncorroded and six corroded frames, were tested under quasi-static loading. The damage
Externí odkaz:
https://doaj.org/article/c331917db581455392a32f155ac17a78
Publikováno v:
Buildings, Vol 12, Iss 12, p 2071 (2022)
Since laboratory tests are usually costly, simulating methods using computers are always under the spotlight. This study performed a finite element analysis (FEA) using iterative solutions for simulating circular and square concrete-filled steel tube
Externí odkaz:
https://doaj.org/article/a55e75269d33478cab1efaa19e7a0ad7
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
During some recent earthquakes, the suspended ceiling system (SCS) in buildings suffered severe damage. The seismic performance of SCS attracted more attention from researchers. In this study, full-scale shaking table tests on two Chinese-style singl
Externí odkaz:
https://doaj.org/article/b70b4ea0684143a9928daaecd08e3209
Autor:
Payam Sarir, Danial Jahed Armaghani, Huanjun Jiang, Mohanad Muayad Sabri Sabri, Biao He, Dmitrii Vladimirovich Ulrikh
Publikováno v:
Materials, Vol 15, Iss 9, p 3309 (2022)
During design and construction of buildings, the employed materials can substantially impact the structures’ performance. In composite columns, the properties and performance of concrete and steel have a significant influence on the behavior of str
Externí odkaz:
https://doaj.org/article/e0d4244e941743e6bab072810744b956
Publikováno v:
Applied Sciences, Vol 11, Iss 21, p 10468 (2021)
The ultimate strength of composite columns is a significant factor for engineers and, therefore, finding a trustworthy and quick method to predict it with a good accuracy is very important. In the previous studies, the gene expression programming (GE
Externí odkaz:
https://doaj.org/article/4f7ac22e73914ce49e4b6e219260bf9f
Publikováno v:
Symmetry, Vol 13, Iss 9, p 1739 (2021)
Substructure shake table testing (SSTT) is an advanced experimental technique that is suitable for investigating the vibration control of secondary structure-type dampers such as tuned mass dampers (TMDs). The primary structure and damper are conside
Externí odkaz:
https://doaj.org/article/fd06ae017bb44fbe8e1d6710110bdfe6
Publikováno v:
Frontiers in Materials, Vol 6 (2019)
To enhance the seismic resilience of coupled reinforced concrete shear walls, a new damper working in the replaceable coupling beam is proposed in present study. The new damper is a combination of metallic damper and viscoelastic (VE) damper. The met
Externí odkaz:
https://doaj.org/article/b9c74f6df55744979a07d9658dd6f5e9
Publikováno v:
Frontiers in Materials, Vol 6 (2019)
Concrete-filled steel tube (CFST) columns are increasingly used in composite construction. Under axial compression, the steel tube will sustain partial axial force and meanwhile provides the confinement to the infill concrete. The high axial strength
Externí odkaz:
https://doaj.org/article/d413105746b5401f8f57b2ab94f02f4a
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
SRC coupling beams offer many significant advantages, including the reduction in section depth, reduced congestion at the wall boundary region, improved degree of coupling for a given beam depth, and improved deformation capacity. In this paper, 7 ha
Externí odkaz:
https://doaj.org/article/0d679a0aa24d4dee9b1f75df551ebdbf
Publikováno v:
Structures. 49:903-917