Další formáty:
BibTeX
LaTeX
RIS
@inproceedings{40721, author = {Musílek, Josef and Plachý, Jan}, address = {Spojené království}, booktitle = {IOP Conference Series: Materials Science and Engineering, Volume 245, Issue 2 (World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2017)}, edition = {1. vyd.}, editor = {Marschalko M.,Drusa M.,Rybak J.,Yilmaz I.,Segalini A.,Coisson E.}, keywords = {Carrying capacity; connections; teimber structures; shear}, howpublished = {elektronická verze "online"}, language = {eng}, location = {Spojené království}, pages = {nestránkováno}, publisher = {Institute of Physics Publishing}, title = {Designing of Timber Bolt Connection Subjected To Double Unequal Shears}, year = {2017} }
TY - JOUR ID - 40721 AU - Musílek, Josef - Plachý, Jan PY - 2017 TI - Designing of Timber Bolt Connection Subjected To Double Unequal Shears PB - Institute of Physics Publishing CY - Spojené království KW - Carrying capacity KW - connections KW - teimber structures KW - shear N2 - The paper deals with load-carrying capacity of bolted connections subjected to unequal double shear with thin plates as outer members and inner timber member. This type of connection is usually widespread and in building support structures made of wood is commonly used. This may occur for example in skeletal structures which contain structural elements based on wood, but also for smaller wooden buildings. Specifically, this type of connection can be found in ceiling structures in the joint joists and beams. If one joist greater margin than the second, bringing the load on the side of the joists of a larger span greater loads than on the side with a smaller span joist. Structure engineer, who is designing such a connection, must use for the design of the connection design procedures and formulas from which he or she calculates the design resistance in order to carry out further assessment of the reliability of the connection in the ultimate limit state. The load-carrying capacity of this connections type can be calculated at present according to Johansen´s equations, which are also contained in present European standard for the design timber structures -Eurocode 5. These Johansen´s equations assume that the loads which act on the outer plates are equal. For this reason, the structure engineer is often forced to use formulas intended for the timber bolt connection subjected to double equal shear and he or she must find ways how to use them although the formulas are not suitable. This paper deals with the case, when the loads acting on the outer plates are unequal. ER -
MUSÍLEK, Josef a Jan PLACHÝ. Designing of Timber Bolt Connection Subjected To Double Unequal Shears. In Marschalko M.,Drusa M.,Rybak J.,Yilmaz I.,Segalini A.,Coisson E. \textit{IOP Conference Series: Materials Science and Engineering, Volume 245, Issue 2 (World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2017)}. 1. vyd. Spojené království: Institute of Physics Publishing. s.~nestránkováno, 8 s. ISSN~1757-8981. 2017.
|