Reliability of timber structure bolt connection subjected to
double unequal shears with thick plates as outer members

D 2016

Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members

MUSÍLEK, Josef a Jaroslav ŽÁK

Základní údaje

Originální název

Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members

Název česky

Spolehlivost dvoustřižného nestejně zatíženého svorníku s bočními silnými plechy

Autoři

MUSÍLEK, Josef (203 Česká republika, domácí) a Jaroslav ŽÁK (203 Česká republika, domácí)

Vydání

České Budějovice, MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016), od s. 50-54, 5 s. 2016

Nakladatel

Vysoká škola technická a ekonomická v Českých Budějovicích

Další údaje

Jazyk

angličtina

Typ výsledku

Stať ve sborníku

Obor

20101 Civil engineering

Stát vydavatele

Česká republika

Utajení

není předmětem státního či obchodního tajemství

Forma vydání

elektronická verze "online"

Kód RIV

RIV/75081431:_____/16:00000936

Organizační jednotka

Vysoká škola technická a ekonomická v Českých Budějovicích

ISBN

978-80-7468-109-7

Klíčová slova česky

dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení

Klíčová slova anglicky

timber structures; steel; bolt connections; unequal double shear

Štítky

KSTR4, RIV16, SCOPUS

Změněno: 17. 2. 2017 14:50, Hana Dlouhá

Anotace

ORIG CZ

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.

Česky

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

Citovat

MUSÍLEK, Josef a 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, s. 50-54. ISBN 978-80-7468-109-7.

@inproceedings{35922,
   author = {Musílek, Josef and Žák, Jaroslav},
   address = {České Budějovice},
   booktitle = {MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016)},
   editor = {I. Juhásová Šenitková, T. Vondráčková, M. Kraus, J. Plachý},
   keywords = {timber structures; steel; bolt connections; unequal double shear},
   howpublished = {elektronická verze "online"},
   language = {eng},
   location = {České Budějovice},
   isbn = {978-80-7468-109-7},
   pages = {50-54},
   publisher = {Vysoká škola technická a ekonomická v Českých Budějovicích},
   title = {Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members},
   year = {2016}
}

TY  - JOUR
ID  - 35922
AU  - Musílek, Josef - Žák, Jaroslav
PY  - 2016
TI  - Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
PB  - Vysoká škola technická a ekonomická v Českých Budějovicích
CY  - České Budějovice
SN  - 9788074681097
KW  - timber structures
KW  - steel
KW  - bolt connections
KW  - unequal double shear
N2  - 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.
ER  -

MUSÍLEK, Josef a 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. \textit{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, s.~50-54. ISBN~978-80-7468-109-7.

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