Zobrazeno 1 - 10
of 610
pro vyhledávání: '"Semi-Rigid Connection"'
Publikováno v:
Modelling, Vol 5, Iss 1, Pp 392-409 (2024)
This paper investigates the robustness of a single 3D volumetric corner-supported module made of square hollow-section (SHS) columns. Typically, the moment–rotation (M-θ) behaviour of connections within the module (intra-module) is assumed to be f
Externí odkaz:
https://doaj.org/article/255e79a4db634ae7883e8f337b90423a
Autor:
Duy-Duan NGUYEN, Trong-Ha NGUYEN
Publikováno v:
Journal of Materials and Engineering Structures, Vol 9, Iss 3, Pp 339-353 (2022)
Nowadays, steel frames are widely used in civil and industrial engineering structures. The design process for steel frames with semi-rigid beam-column connections is an interesting topic for designers and researchers. However, the current design code
Externí odkaz:
https://doaj.org/article/58fd8cea178845a188d3ade803c4229a
Publikováno v:
E3S Web of Conferences, Vol 533, p 02028 (2024)
With the development of construction technology of multistory buildings with a steel frame, the use of 4-way rigid joints for beams to column connection becomes especially relevant, as it allows to eliminate the need for arrangement of braced in the
Externí odkaz:
https://doaj.org/article/16d38301bb9f4074ad476b651c772e1b
Autor:
Hongbo Jiang, Hengwei Cui, Luyun Deng, Dafu Cao, Wenjie Ge, Kongyang Chen, Jianchen Zhao, Jian Sun
Publikováno v:
Results in Engineering, Vol 16, Iss , Pp 100715- (2022)
Distributed parameter model (also referred to as continuum model) is commonly used to analyze the behavior of conventional frame-shear wall structure. In recent decades, extensive research has been published and proved the well-controlled seismic per
Externí odkaz:
https://doaj.org/article/8363f68f36c744edae172c65ad1372ba
Autor:
Valiullin Damir, Chizhov Sergei
Publikováno v:
Magazine of Civil Engineering, Vol 114, Iss 06 (2022)
The article assesses stiffness of main trusses bolted connections in the railway bridges metal superstructures. The generally accepted approach for trusses of bridge structures analysis is to replace joints with hinges. This technique simplifies find
Externí odkaz:
https://doaj.org/article/839438820d18498e84a1c10d1efbc913
Akademický článek
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Akademický článek
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Autor:
mohsen izadinia, mohamad taravat
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss 4, Pp 5-19 (2021)
In order to solve the problem of access to inside of hollow columns for tightening bolts and achieving a suitable connection both in terms of rigidity and stiffness and in terms of the proper behavior, various solutions have been suggested by researc
Externí odkaz:
https://doaj.org/article/9ab05f686d4549608e166d513249f31f
Autor:
mohsen bambaeechee, ghasem Paseban
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss شماره ویژه 3, Pp 239-258 (2020)
In this paper, various methods of linear and nonlinear stability analysis of simple steel frames are introduced. In the following, based on moderately large rotations and small strains, nonlinear stability analysis of a non-prismatic simple steel fra
Externí odkaz:
https://doaj.org/article/3c7a821e47c5472d93f4572575ab74e9
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 18, Iss 2, Pp 203-217 (2020)
Up to date research has pointed out that most of the structural connections of reinforced concrete (RC) frames, particularly precast ones, behave as semi-rigid. Therefore, it is of great importance to develop an analysis method which takes into accou
Externí odkaz:
https://doaj.org/article/8e49a2826ffb49608eabab8057a6b6f6