scholarly journals Ultimate Limit State Assessment of Timber Bolt Connection Subjected to Double Unequal Shears

2017 ◽  
Vol 245 ◽  
pp. 022083
Author(s):  
Josef Musilek ◽  
Jan Plachy
Keyword(s):  
Limit State ◽  
State Assessment ◽  
Ultimate Limit State ◽  
Bolt Connection ◽  
Ultimate Limit

Back Analysis of Water and Earth Loads on Shield Tunnel and Structure Ultimate Limit State Assessment: A Case Study

2018 ◽  
Vol 44 (5) ◽  
pp. 4839-4853 ◽  
Author(s):  
Qixiang Yan ◽  
Weilie Zhang ◽  
Chuan Zhang ◽  
Hang Chen ◽  
Yongwen Dai ◽  
...  
Keyword(s):  
Limit State ◽  
Back Analysis ◽  
State Assessment ◽  
Shield Tunnel ◽  
Ultimate Limit State ◽  
Ultimate Limit

Load-Carrying Capacity of Timber Structure Bolt Connection Subjected to Double Unequal Shears

2015 ◽  
Vol 752-753 ◽  
pp. 711-714 ◽  
Author(s):  
Josef Musílek ◽  
Karel Kubečka
Keyword(s):  
Carrying Capacity ◽  
Limit State ◽  
Thin Plates ◽  
Ultimate Limit State ◽  
Load Carrying Capacity ◽  
Load Carrying ◽  
Timber Member ◽  
Connection Type ◽  
Bolt Connection ◽  
Ultimate Limit

The paper deals with load-carrying capacity of bolted connections subjected to unequal double shears with thin 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.

Reliability of Timber Structure Bolt Connection Subjected to Double Unequal Shears

2015 ◽  
Vol 752-753 ◽  
pp. 652-655 ◽  
Author(s):  
Josef Musílek ◽  
Karel Kubečka
Keyword(s):  
Limit State ◽  
Timber Structure ◽  
Thin Plates ◽  
Ultimate Limit State ◽  
Bolted Connections ◽  
Double Shear ◽  
Timber Member ◽  
Connection Type ◽  
Bolt Connection ◽  
Ultimate Limit

The paper deals with reliability in ultimate limit state of timber structure bolted connections subjected to unequal double shear with thin 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.

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