Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Hamdolah Behnam"'
Publikováno v:
Journal of Earthquake Engineering. 25:918-940
Full-scale exterior reinforced concrete wide beam-column joints with beam reinforcement ratios of 0.84%, 1.07% and 1.28% were tested under reversed cyclic loading. Beam flexural failure was observe...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9c72222946667e35c046a03d7a4d481
https://doi.org/10.1080/13632469.2018.1545711
https://doi.org/10.1080/13632469.2018.1545711
Publikováno v:
Computers & Structures. 205:28-44
This paper presents the finite element analysis (FEA) of reinforced concrete wide beam-column connections using the theoretical context of the concrete damaged plasticity (CDP) model. The predictive capability of the model was verified by simulating
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5bf185a8587e82774d9d456108ff2222
https://doi.org/10.1016/j.compstruc.2018.04.004
https://doi.org/10.1016/j.compstruc.2018.04.004
Publikováno v:
Magazine of Concrete Research. 70:500-511
Most of the current design codes of practice allow the use of reinforced-concrete moment frames with wide beams in regions of high seismicity. These design codes prescribe beam-width limitations and special reinforcement details to minimise the lag i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b4b4d140e5f20a2ac5970faa6122b11
https://doi.org/10.1680/jmacr.17.00255
https://doi.org/10.1680/jmacr.17.00255
Publikováno v:
Magazine of Concrete Research. 70:28-41
Reinforced concrete wide beam flooring systems are used increasingly in seismic regions, despite little information being available on their performance under seismic actions. This paper presents the results of a set of experiments performed on two f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e699dcafe43a70ad8e48cb4df616e6ee
https://doi.org/10.1680/jmacr.17.00071
https://doi.org/10.1680/jmacr.17.00071
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 170:707-721
An effective external prestressing technique is presented for the seismic retrofit of reinforced concrete beam–column joints with prestressed high-strength steel wires. This method is to improve the seismic performance and enhance the shear strengt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff2b354643e40a0df1b46701c14fdabd
https://doi.org/10.1680/jstbu.15.00109
https://doi.org/10.1680/jstbu.15.00109
Publikováno v:
Engineering Structures. 147:27-44
Design recommendations stipulated in international standards for seismic design of reinforced concrete (RC) wide beam-column connections are based on limited experimental studies. To supplement the existing information, an experimental study was cond
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59c3e63c23a74851699775adce506533
https://doi.org/10.1016/j.engstruct.2017.05.044
https://doi.org/10.1016/j.engstruct.2017.05.044
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 170:336-353
The reinforced-concrete wide-beam floor system is recognised as one of the most efficient beam-and-slab floor systems in buildings. However, potential advantages of the system as a lateral load-resisting structure are often ignored due to a lack of u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13a0f6bf4b032832e2d94bee25edb569
https://doi.org/10.1680/jstbu.15.00124
https://doi.org/10.1680/jstbu.15.00124
Autor:
Jun Shang Kuang, Hamdolah Behnam
Publikováno v:
Journal of Structural Engineering. 144
This paper presents the results of a set of experiments performed on four large-scale exterior wide beam–column connections. The beam and column geometry and reinforcement detailing are ide...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2072dd10d19d319a938f60dc6db027c
https://doi.org/10.1061/(asce)st.1943-541x.0001995
https://doi.org/10.1061/(asce)st.1943-541x.0001995
Beam-column connections play an important role in the reinforced concrete moment resisting frame (RCMRF), which is one of the most commonly used structural systems around the world. The premature failure of such connections would severely limit the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::15daeba2eee3b88825a4c0279206d711
