open access

https://hdl.handle.net/2115/48592

Effective lateral resistance of combined timber joints with nails and bolts

英語

Energy capacity

2012-02

Springer Japan

Journal of Wood Science

58(1)

9-19

An experimental study on combined steel-to-timber joints with nails and bolts is conducted in this study. Principal results are as follows: The initial stiffness and effective allowable resistance of combined joints depend obviously on clearances in predrilled bolt-holes. The combined joints with nails and bolts have high potential of energy capacity to resist strong earthquake forces. There are upper limits of clearances in predrilled bolt-holes that allow advantages of considering the synthetic resistance of combined joints in practical structural design. Combining the joint components with appropriate design will give higher performance against strong earthquakes increasing the safety margin and energy capacity until the failure. The combined joints should be designed under the restrictions of particular specifications in closed design systems because the advantages of combining the joint components are influenced obviously by various actual conditions, which is too difficult to consider in detail in open design systems.

学術雑誌論文

Accepted Manuscript

The original publication is available at www.springerlink.com

1435-0211