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In view of the health context linked to the spread of the coronavirus, the methods of organisation and evaluation of the learning units could be adapted in different situations; these possible new methods have been - or will be - communicated by the teachers to the students. See also the list of assessments for the June session. Teacher s. Sgambi Luca ;. The tools available to architects to facilitate design activity has been considerably modernized in recent years. The Digital Age has brought the possibility of abandoning the "drawing table" in favor of Computer-Aided Design software, but also the possibility for architects to use design tools that were, until a few years ago, the prerogative of structural engineers parametric design, FEM analysis, non-linear calculation, etc.

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We'd like to understand how you use our websites in order to improve them. Register your interest. Approximated explicit formulae for estimating the fundamental period of vibration of frames are deduced from the free vibrations of cantilever column in which both bending and shear deformations are taken into account.

They include reinforced concrete, steel and K braced frames. The proposed expressions give good results. The explicit expressions have practical interest in seismic resistant design of buildings.

They are employed to both equivalent static and spectrum analysis. This is a preview of subscription content, log in to check access. Rent this article via DeepDyve.

Rosenblueth E Design of earthquake resistant structures. John Wiley and Sons. Wiegel RL Earthquake engineering. Google Scholar. Dowrick DJ Earthquake resistant design. Degenkold HJ Earthquake forces on tall buildings.

Bethlehem Steel Corporation. Schuller W High rise building structures. Adeli H Approximate formulae for period of vibrations of building systems. Civil Engineering for Practising and Design Engineers 4 1 — Thompson WT Theory of vibration with application. Demagh K, Chabil H, Turkia H Period of vibrations of structures-approximate formulae and comparison with codes formula.

In: Structural Engineering. Download references. Reprints and Permissions. Demagh, K. Mater Struct 39, — Download citation. Received : 24 March Accepted : 06 June Published : 11 March Issue Date : March Search SpringerLink Search. Abstract Approximated explicit formulae for estimating the fundamental period of vibration of frames are deduced from the free vibrations of cantilever column in which both bending and shear deformations are taken into account.

References 1. Eurocode 8, Partie1, ENV Turkia Authors K. Demagh View author publications. You can also search for this author in PubMed Google Scholar. View author publications. This article has been retracted by the Editor-in-Chief due to plagiarism. Rights and permissions Reprints and Permissions. About this article Cite this article Demagh, K.

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We'd like to understand how you use our websites in order to improve them. Register your interest. Approximated explicit formulae for estimating the fundamental period of vibration of frames are deduced from the free vibrations of cantilever column in which both bending and shear deformations are taken into account. They include reinforced concrete, steel and K braced frames. The proposed expressions give good results. The explicit expressions have practical interest in seismic resistant design of buildings. They are employed to both equivalent static and spectrum analysis.

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RETRACTED ARTICLE: Period of vibrations of framed structures

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