Experimental investigation on the seismic anchorage behavior of headed bars based on full-size specimens of exterior and interior beam–column joints

Autor:	Ker-Chun Lin, Chien-Kuo Chiu, Kai-Ning Chi
Rok vydání:	2016
Předmět:	business.industry 021105 building & construction 0211 other engineering and technologies Beam column 020101 civil engineering 02 engineering and technology Building and Construction Structural engineering business Reinforced concrete Geology 0201 civil engineering Civil and Structural Engineering
Zdroj:	Advances in Structural Engineering. 19:777-794
ISSN:	2048-4011 1369-4332
DOI:	10.1177/1369433216630346
Popis:	The design of headed bars in interior and exterior beam–column joints to ensure satisfactory seismic anchorage performance has recently become a very important issue. This work investigates the seismic anchorage behavior of headed bars using 12 groups of full-size specimens of exterior and interior beam–column joints and suggests design requirements for headed bars in such joints. On the basis of the experimental investigation, this work comprehended the seismic anchorage behavior of headed bars using full-size specimens of exterior and interior beam–column joints and suggested design requirements for headed bars in such joints. Additionally, the application of headed bars with spliced and butted types on interior beam–column joints is also proved in this work. Therefore, based on the experimental results, the minimal required net spacing of headed bars can be set at 2.2 db, instead of 4.0 db, for seismic designs, and the minimal required anchorage length in ACI 318-11 for non-seismic design members can be used in seismic members.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::fff7f048a040d8e0e23b008c9401c35f https://doi.org/10.1177/1369433216630346 Zobrazit plný text záznamu Plný text ve formátu PDF