Zobrazeno 1 - 10
of 197
pro vyhledávání: '"perforated steel"'
Publikováno v:
Results in Engineering, Vol 24, Iss , Pp 103405- (2024)
The Perforated-Steel Plate Shear Wall in ANSI/AISC 341-16 requires the plate to have a regular hole pattern with parallel holes and a uniform diameter. There are also rules regarding the minimum number of holes. It becomes a challenge if the opening
Externí odkaz:
https://doaj.org/article/491584416143471ca2a78f2f6495099c
Publikováno v:
Modelling, Vol 4, Iss 4, Pp 628-649 (2023)
Perforated steel members (PSMs) are now frequently used in building construction due to their beneficial features, including their proven blast-resistance abilities. To safeguard against structural failures from explosions and terrorist threats, perf
Externí odkaz:
https://doaj.org/article/b3319c14cc3d476fbceb07d68638ff95
Autor:
Mehran Sahil, Alireza Bahrami, Hafiz Ahmed Waqas, Fayiz Amin, Muhammad Mansoor Khan, Fahad Iqbal, Muhammad Fawad, Fawad Ahmad Najam
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102179- (2024)
The exterior beam-column joint (BCJ) within reinforced concrete (RC) frame structures is acknowledged as a vulnerable component prone to seismic failure. This article proposes a practical and economical strengthening method for exterior BCJs using a
Externí odkaz:
https://doaj.org/article/c2300956324a4471b40f23ef4380abb8
Autor:
S. Peyman, A. Eskandari
Publikováno v:
Results in Engineering, Vol 19, Iss , Pp 101319- (2023)
Civilian buildings have been imposed to blast loading, resulting in irrecoverable damages and casualties. This paper studies the analytical and numerical performance of concrete slabs reinforced by Conventional Steel Rebars and Perforated Steel Plate
Externí odkaz:
https://doaj.org/article/4a857df0913047ee9716ce3a5039d3e7
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e01885- (2023)
Glued-in perforated steel plate (GIPSP) connections demonstrate significant shear strength and high slip modulus. Consequently, they indicate substantial potential for application in timber–concrete composite (TCC) structures according to the emerg
Externí odkaz:
https://doaj.org/article/4ba5db0bd0e644f883be9a775311360f
Publikováno v:
Defence Technology, Vol 18, Iss 5, Pp 735-746 (2022)
The structural performance of perforated steel columns (PSCs) is significantly more complex than the one of solid web I-shaped elements under the diversity of blast loading scenarios. The damage criterion of PSCs is not only related to initial deform
Externí odkaz:
https://doaj.org/article/f2951296060e405090c873a891187e86
Publikováno v:
Reviews on Advanced Materials Science, Vol 61, Iss 1, Pp 195-207 (2022)
One key obstacle restricting the application of fiber-reinforced polymer (FRP) bars from being used as reinforcement in structural concrete is the significantly reduced ductility because FRP under tension is linear elastic up to brittle rupture at sm
Externí odkaz:
https://doaj.org/article/19c4d9616ce9481e8bcae88358e0aa22
Akademický článek
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Publikováno v:
Applied Sciences, Vol 13, Iss 14, p 8217 (2023)
This study aims to investigate a new shear reinforcement method which utilizes thin mild steel (TMS) plates as shear reinforcement in deep beams to replace conventional reinforcement. Thirteen reinforced concrete deep beam specimens with three differ
Externí odkaz:
https://doaj.org/article/36d7c094a8544224abe440bc84d65fe0
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e00856- (2022)
In this study, perforated steel plate-reinforced utility tunnel with the use of ultra-high-performance concrete (UHPC) and engineered cementitious composite (ECC) was proposed. The mechanical performance of the composite utility tunnel was experiment
Externí odkaz:
https://doaj.org/article/7f3947bfe5cf465f806504f876410ff1