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@inproceedings{35421, author = {Kubečka, Karel and Musílek, Josef}, address = {Neapol}, booktitle = {Contemporary problems of Architecture and Construction}, editor = {Stefano Bertocci, Paola Puma}, keywords = {dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení}, howpublished = {elektronická verze "online"}, location = {Neapol}, pages = {59-62}, publisher = {Universita degli studi}, title = {Load-carrying capacity of timber structure bolt connection subjected to double unequal shears with thick plates as outer members}, year = {2015} }
TY - JOUR ID - 35421 AU - Kubečka, Karel - Musílek, Josef PY - 2015 TI - Load-carrying capacity of timber structure bolt connection subjected to double unequal shears with thick plates as outer members PB - Universita degli studi CY - Neapol KW - dřevěné konstrukce KW - ocel KW - šroubový spoj KW - nestejné smykové zatížení N2 - The paper deals with load-carrying capacity of bolted connections subjected to unequal double shears with thick plates as outer members and inner timber member. There are derived equations which describe the load-carrying capacity of this connection type in the ultimate limit state. ER -
KUBEČKA, Karel and Josef MUSÍLEK. Load-carrying capacity of timber structure bolt connection subjected to double unequal shears with thick plates as outer members. Online. In Stefano Bertocci, Paola Puma. \textit{Contemporary problems of Architecture and Construction}. Neapol: Universita degli studi, 2015, p.~59-62. ISSN~2464-9678.
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