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Seismic performance and new design procedure for chevron-braced frames

Author
MARINO, Edoardo M1 ; NAKASHIMA, Masayoshi2
[1] Department of Civil and Environmental Engineering, University of Catania, V.le A. Doria, 6, 95125 Catania, Italy
[2] Disaster Prevention Research Institute, Kyoto University, Gokasho, Uji, Kyoto 611-0011, Japan
Source

Earthquake engineering & structural dynamics. 2006, Vol 35, Num 4, pp 433-452, 20 p ; ref : 20 ref

CODEN
IJEEBG
ISSN
0098-8847
Scientific domain
Civil engineering; Geophysics
Publisher
Wiley, Chichester / Wiley, Elmont, NY
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
behaviour factor brace chevron-braced frame seismic code steel structure
Keyword (fr)
Acier Compression Coupe transversale Ductilité Facteur Q Génie parasismique Limite élastique Méthode nouvelle Raideur Résistance mécanique Séisme Traction Italie Europe Europe Sud
Keyword (en)
steel compression cross sections ductility Q earthquake engineering yield strength new methods stiffness strength earthquakes tension Italy Europe Southern Europe
Keyword (es)
Acero Compresión Ductilidad Factor Q Método nuevo Resistencia mecánica Sismo Tracción Italia Europa Europa Sur
Classification
Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01M Internal geophysics / 001E01M03 Earthquakes, seismology

Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology

Discipline
Earth sciences
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
17618190

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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