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Analysis for preliminary design of a class of torsionally coupled buildings with horizontal setbacks

Author
BASU, Dhiman1 ; GOPALAKRISHNAN, N1
[1] Structural Dynamics Lab, Structural Engineering Research Center, Chennai 600 113, India
Source

Engineering structures. 2008, Vol 30, Num 5, pp 1272-1291, 20 p ; ref : 17 ref

CODEN
ENSTDF
ISSN
0141-0296
Scientific domain
Civil engineering
Publisher
Elsevier, Amsterdam
Publication country
Netherlands
Document type
Article
Language
English
Author keyword
Dynamic analysis Horizontal setbacks Preliminary design Proportional stiffness Seismic analysis Special class of buildings Torsional coupling
Keyword (fr)
Analyse sismique Avant projet Bâtiment relié Conception Couplage Dynamique construction Etude comparative Exemple Méthodologie Perturbation Rigidité Simulation numérique Torsion
Keyword (en)
Seismic analysis Preliminary design Linked building Design Coupling Building dynamics Comparative study Example Methodology Perturbation Stiffness Numerical simulation Torsion
Keyword (es)
Análisis sísmico Anteproyecto Edificios solidarios Diseño Acoplamiento Dinámica construcción Estudio comparativo Ejemplo Metodología Perturbación Rigidez Simulación numérica Torsión
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C02 Stresses. Safety

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F06 Structure-soil interaction

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
20305657

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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