MUSÍLEK, Josef and Jaroslav ŽÁK. Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members. Online. In I. Juhásová Šenitková, T. Vondráčková, M. Kraus, J. Plachý. MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016). České Budějovice: Vysoká škola technická a ekonomická v Českých Budějovicích, 2016, p. 50-54. ISBN 978-80-7468-109-7.
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Basic information
Original name Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
Name in Czech Spolehlivost dvoustřižného nestejně zatíženého svorníku s bočními silnými plechy
Authors MUSÍLEK, Josef (203 Czech Republic, belonging to the institution) and Jaroslav ŽÁK (203 Czech Republic, belonging to the institution).
Edition České Budějovice, MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016), p. 50-54, 5 pp. 2016.
Publisher Vysoká škola technická a ekonomická v Českých Budějovicích
Other information
Original language English
Type of outcome Proceedings paper
Field of Study 20101 Civil engineering
Country of publisher Czech Republic
Confidentiality degree is not subject to a state or trade secret
Publication form electronic version available online
RIV identification code RIV/75081431:_____/16:00000936
Organization unit Institute of Technology and Business in České Budějovice
ISBN 978-80-7468-109-7
Keywords (in Czech) dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení
Keywords in English timber structures; steel; bolt connections; unequal double shear
Tags KSTR4, RIV16, SCOPUS
Changed by Changed by: Hana Dlouhá, učo 19800. Changed: 17/2/2017 14:50.
Abstract
For reliability check of timber structure bolt connections subjected to double shear with thick plates as outer members and inner timber member is nowadays possible to use equations which were derived by Johansen and which are also used in Eurocode standards. These equations assume that the loads are the same on both sides. But it may often be a case when the loads are not the same. The paper deals with reliability in ultimate limit state of timber structure bolted connections subjected to unequal double shear with thick plates as outer members and inner timber member. There are derived equations for calculation of the reliability of this connection type in the ultimate limit state.
Abstract (in Czech)
Článek pojednává ospolehlivosti dvoustřižného svorníkového spoje nestejně zatíženého, s krajními silnými plechy na krakích. V článku jsou odvozeny rovnice, které popisují spolehlivost tohoto typu přípoje
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