Analysis of Resonant Vibration of Railway Vehicle
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Study on Wheel-Rail Coupled Vibration of Metro with Co-Simulation of Finite Element Analysis and Multi-Body Dynamics Simulation
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p.636
Numerical-Analytical Solution of Two-Dimensional Problem for Elastic Radially Inhomogeneous Thick-Walled Cylinder
p.642
p.642
Calculation and Reliability Assessment of Timber Structure Bolt Connection Subjected to Double Unequal Shears
p.648
p.648
Reliability of Timber Structure Bolt Connection Subjected to Double Unequal Shears
p.652
p.652
An Analytical Study on the Performance of Wind Resistant System Considering Climate Change
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Wind Tunnel Experiments Focused on the Bridge Deck Stability Coefficients
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p.662
Effect of Sea Water Submersion on GFRP-S Bonding Capacity of Reinforced Concrete Beam
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Design and Analysis of Automobile Bonnet Using Natural Flax Composite Structure
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p.674
Reliability of Timber Structure Bolt Connection Subjected to Double Unequal Shears
Abstract:
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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Periodical:
Applied Mechanics and Materials (Volumes 752-753)
Pages:
652-655
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Online since:
April 2015
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© 2015 Trans Tech Publications Ltd. All Rights Reserved
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