SHAKE-TABLE TEST ON BEAM-TO-COLUMN CONNECTIONS IN HIGH-RISE STEEL BUILDINGS CONDUCTED WITH A FOUR-STORY MOMENT FRAME

Autor:	Yu-Lin Chung, Tomohiro Matsumiya, Takuya Nagae, Kunio Fukuyama, Masayoshi Nakashima, Taichiro Okazaki
Rok vydání:	2012
Předmět:	Engineering business.industry Frame (networking) Building and Construction Structural engineering Moment (mathematics) Column (typography) Architecture Fracture (geology) Steel moment frame Earthquake shaking table business Beam (structure) High rise
Zdroj:	Journal of Structural and Construction Engineering (Transactions of AIJ). 77:85-94
ISSN:	1881-8153 1340-4202
DOI:	10.3130/aijs.77.85
Popis:	The performance of high-rise steel moment frame buildings constructed in the 1970's is examined by using the E-Defense shake-table facility. Typical design and detailing in the 1970's are incorporated in a four-story, steel moment frame specimen. The specimen is subjected to a series of response deformations representing a high-rise building. Long-period ground motions impose a substantial number of inelastic deformations, which eventually cause fracture in the beam-to-column connections.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::f4ba5699acc0f8de0fe030a21f0d178a https://doi.org/10.3130/aijs.77.85 Zobrazit plný text záznamu