Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Tsavdaridis, KD"'
Industrialization of construction makes building operation more environmental friendly and sustainable. This change is necessary as it is an industry that demands large consumption of water and energy, as well as being responsible for the disposal of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::e1d6a79dd9532e4d6875552e17ac13ca
https://eprints.whiterose.ac.uk/172904/3/sustainability-13-04230-v2.pdf
https://eprints.whiterose.ac.uk/172904/3/sustainability-13-04230-v2.pdf
Autor:
Rodríguez, AA, Tsavdaridis, KD
In this article, a widely used building model, comprised of uniform coupled flexural and shear beams, herein improved by allowing for the effects of rotational inertia. Closed-form solutions in terms of trigonometric and hyperbolic functions are obta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::f19c08cb977ad0a915838e51b9415a63
This paper describes how a wavelet model comprised of a linear combination of sine terms is capable of representing the cross‐section inertia variation along the length of cellular beams. This allows the efficient computation of deflections of cell
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::f78447c28579024c114107bdea9d22b0
Cold‐formed steel (CFS) members have been used significantly in light‐gauge steel buildings due to their inherent advantages. Optimizing these CFS members in order to gain enhanced loadbearing capacities will result in economical and efficient bu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::1d255d5cab4dee2c4055131bd322c1e0
Autor:
Hawdon-Earl, S, Tsavdaridis, KD
Shells are long-span and inherently light-weight structures used for both their aesthetic and structural benefits. This paper develops a robust methodology for the reinforced concrete (RC) roof shell design of Akrotiri, an archaeological site in Sant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::1d287cbbccb2577ad7853d7b962f839e
https://eprints.whiterose.ac.uk/135978/3/s5_1_198_Hawdon-Earl.pdf
https://eprints.whiterose.ac.uk/135978/3/s5_1_198_Hawdon-Earl.pdf
Effect of grout properties on shear strength of column base connections: FEA and analytical approach
Publikováno v:
Shaheen, M A, Tsavdaridis, K D & Salem, E 2017, ' Effect of grout properties on shear strength of column base connections : FEA and analytical approach ', Engineering Structures, vol. 152, pp. 307-319 . https://doi.org/10.1016/j.engstruct.2017.08.065
Concrete grout is used in most column base connections to facilitate the construction process and to ensure that full contact is achieved between the steel plate and the concrete pedestal. However, insignificant attention has been given to its use an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::312d383eb78d21df3c6ca7a1db2386fe
https://openaccess.city.ac.uk/id/eprint/27005/1/1-s2.0-S0141029617328328-main.pdf
https://openaccess.city.ac.uk/id/eprint/27005/1/1-s2.0-S0141029617328328-main.pdf
Fire Resistance of Partially Unprotected Ultra Shallow Floor Beams (USFB): A Numerical Investigation
This paper presents the fire resistance behaviour of the Ultra Shallow Floor Beams (USFB) partially encased in concrete using numerical analysis method based on material specifications of the EN1994-1-2. Investigating the behavior of USFBs under elev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::c3031ec11c617bd2b661077ed8e9e136
https://eprints.whiterose.ac.uk/91616/8/art%3A10.1007%2Fs10694-016-0583-5.pdf
https://eprints.whiterose.ac.uk/91616/8/art%3A10.1007%2Fs10694-016-0583-5.pdf
Publikováno v:
The Institution of Structural Engineers
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::79d8a083616b69a4206dfee74d6e1177
Autor:
Nicolaou, A, Tsavdaridis, KD
Publikováno v:
The Institution of Structural Engineers
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::05856b8395cd1dd9b9950813bf5c92d3
The analysis of column base plate connections under biaxial moment or when large numbers of anchor rods are utilised is complicated. Such complex connections are regularly found in engineering practice, in spite of proposed, up-to-date finite element
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=core_ac_uk__::d87438331c80fe84f93790d14c191a24
https://eprints.whiterose.ac.uk/91582/1/Structures.pdf
https://eprints.whiterose.ac.uk/91582/1/Structures.pdf