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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@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.
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