PROPOSAL FOR DAMAGE-FREE DESIGN METHOD OF STEEL STRUCTURE UTILIZING HIGH STRENGTH STEEL UNDER GREAT EARTHQUAKE

Autor:	Hidekatsu Asai, Syozo Maeda, Masayoshi Nakai, Tsutomu Tanaka, Yutaka Nakamura, Yousuke Suzuki
Rok vydání:	2011
Předmět:	Engineering business.industry Simple (abstract algebra) Architecture Limit (music) Vibration control Steel structures High strength steel Building and Construction Structural engineering business
Zdroj:	Journal of Structural and Construction Engineering (Transactions of AIJ). 76:1443-1451
ISSN:	1881-8153 1340-4202
DOI:	10.3130/aijs.76.1443
Popis:	A performance-based design method is proposed for steel structures using ultra-high strength steel to remain damage-free, or elastic, under the ‘extremely rare’ earthquakes or even stronger ground motions. Based on the principles of passive vibration control, the design method generates simple diagrams of performance target to design parameter relations and enables structural engineers to easily comprehend the fundamental behaviors of the structure. An example of the application is also shown for comparison with the design by the existing limit strength calculation.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::626ca5b0c9a681f2302f7f9a986294b0 https://doi.org/10.3130/aijs.76.1443 Zobrazit plný text záznamu