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 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

Language

English

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

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

Abstract

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.

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

Citovat

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.

@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 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. \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, p.~50-54. ISBN~978-80-7468-109-7.

Detailed Information on Publication Record