Zobrazeno 1 - 10
of 82
pro vyhledávání: '"E.Y. Sayed-Ahmed"'
Publikováno v:
Electronic Journal of Structural Engineering, Vol 20, Pp 83-101 (2020)
Steel Beam to column rigid connections are required to transfer forces and moments. I-beam are commonly connected to columns using bolted end plates rigid connections, which are mainly subjected to bending moment and shear force. Behaviour of these c
Externí odkaz:
https://doaj.org/article/b66f4b2390c14f068c12e3582961e49f
Publikováno v:
Electronic Journal of Structural Engineering, Vol 19 (2019)
Fiber-reinforced polymers (FRPs) have been in view for the past three decades due to their high strength-to-weight ratio and resistance to corrosion. They are widely used as sheets, externally adhered to re-inforced concrete (RC) beams to be strength
Externí odkaz:
https://doaj.org/article/4c13762b55a14df38dd0621e930efe4a
Autor:
E.Y. Sayed-Ahmed, A.T. Abdelrazik
Publikováno v:
Electronic Journal of Structural Engineering, Vol 19 (2019)
Fibre Reinforced Polymer (FRP) laminate are currently used in strengthening steel structures having a significant favorable effect on the member capacity. Researches have been focused on FRP strength-ened beams or columns; thus, I-section beam-column
Externí odkaz:
https://doaj.org/article/de826672458c434eb99d96c5e8d4b4a6
Publikováno v:
Electronic Journal of Structural Engineering, Vol 17 (2017)
Externally bonded Fibre Reinforced Polymers (FRP) Laminates have been extensively used to strengthen reinforced concrete beams and slabs in flexure. Most design codes of practice provisions assume full strain compatibility between the FRP laminates a
Externí odkaz:
https://doaj.org/article/ac54d59e1e554fdabe913abceb7b3e47
Publikováno v:
Electronic Journal of Structural Engineering, Vol 16 (2016)
Strengthening structural members using Carbon Fiber Reinforced Polymer (CFRP) laminate is an effective method to increase their strength. Prestressing the CRFP laminate prior to attaching them to a steel beam can delay the common premature debonding,
Externí odkaz:
https://doaj.org/article/eea3096a16cc48019cd917d6fd59d60d
Publikováno v:
Electronic Journal of Structural Engineering, Vol 16 (2016)
In many high-rise buildings, architectural requirements may result in a variable configuration for the vertical structural elements between the stories of the building. To accommodate such vertical elements’ discontinuity, a "transfer" floor convey
Externí odkaz:
https://doaj.org/article/b7bda4739da84542a9a782c3e1475a13
Publikováno v:
Electronic Journal of Structural Engineering, Vol 16 (2016)
In many high-rise buildings, architectural requirements may result in a variable configuration for the vertical structural elements between the stories of the building. To accommodate such vertical elements’ discontinuity, a “transfer” floor co
Externí odkaz:
https://doaj.org/article/c6eaecc9b7254bf6ac7b2c72b1a96491
Publikováno v:
Electronic Journal of Structural Engineering, Vol 15 (2015)
Prestressed Carbon Fibre Reinforced Polymer (CFRP) system is generally used for strengthening reinforced concrete beams where CFRP laminate can improve both the strength and serviceability behaviour of reinforced concrete beams via increasing the ove
Externí odkaz:
https://doaj.org/article/cf8dea43b4fb4189806f2d5dfeb3ec3a
Publikováno v:
Electronic Journal of Structural Engineering, Vol 14 (2014)
A comparative analytical study for the seismic response of high-rise buildings with transfer floors is presented. A number of prototype models were analyzed using elastic linear response spectrum and inelastic nonlinear time history techniques using
Externí odkaz:
https://doaj.org/article/84a9f11086f8464e89bf4f741006bffb
Publikováno v:
Electronic Journal of Structural Engineering, Vol 14 (2014)
Design of laterally unsupported steel I-section beams according to Allowable Stress Design (ASD) and Load and Resistance Factor Design (LRFD) techniques involves usage of multiple equations. According to most codes of practice, three distinct zones a
Externí odkaz:
https://doaj.org/article/810bea1c879a4a7fa88f27561f942b18