BEHAVIOR OF REINFORCED CONCRETE BUILDINGS SUBJECTED TO MANY CYCLIC LOADINGS

Autor:	Norio Suzuki, Makoto Maruta, Yo Hyodo, Yoshitaka Suzuki, Norihide Koshika
Rok vydání:	2009
Předmět:	Ground motion Large deformation Materials science Reinforced solid business.industry Architecture Cyclic loading Geotechnical engineering Building and Construction Structural engineering business Reinforced concrete
Zdroj:	Journal of Structural and Construction Engineering (Transactions of AIJ). 74:2317-2325
ISSN:	1881-8153 1340-4202
DOI:	10.3130/aijs.74.2317
Popis:	In recent earthquakes, the number of cyclic loadings has exceeded that expected. Some experiments were conducted on reinforced concrete elements subjected to many cyclic loadings. The following observations are notable. 1) Slip-stiffness degradation occurs and the hysteretic shape tends to become reverse S-shaped. As a result, hysteretic energy decreases for every cyclic loading. 2) A directional point transfers to large deformation. A new hysteretic model was developed for reinforced concrete elements, which can be considered as slip-stiffness degradation and transference of directional point. Earthquake response analyses of reinforced concrete model buildings for long-period ground motion were conducted using the developed hysteretic model. The maximum response didn't increase greatly from that with the TAKEDA model.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::ce12fae545074382ba981b33e94beca2 https://doi.org/10.3130/aijs.74.2317 Zobrazit plný text záznamu