D
2016
Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
MUSÍLEK, Josef and Jaroslav ŽÁK
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
Type of outcome
Stať ve sborníku
Field of Study
20101 Civil engineering
Country of publisher
Czech Republic
Confidentiality degree
není předmětem státního či obchodního tajemství
Publication form
electronic version available online
RIV identification code
RIV/75081431:_____/16:00000936
Organization unit
Institute of Technology and Business in České Budějovice
Keywords (in Czech)
dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení
Keywords in English
timber structures; steel; bolt connections; unequal double shear
V originále
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.
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
Displayed: 29/12/2024 13:46