|Table of Contents|

Experiment on Lateral Bearing Capacity of Wood Shear Walls with Different Sheathing Nails(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2011年01期
Page:
1-5，48
Research Field:
Publishing date:
2011-03-20

Info

Title:
Experiment on Lateral Bearing Capacity of Wood Shear Walls with Different Sheathing Nails
Author(s):
HE Min-juan;  LI Zheng
Department of Building Engineering, Tongji University, Shanghai 200092, China
Keywords:
wood shear wall;  sheathing nail;  connection experiment;  lateral bearing capacity;  finite element analysis
PACS:
TU366.2
DOI:
-
Abstract:
To research the feasibility of applying domestic nails in the construction of wood shear walls, authors first introduced the sheathing nail connection experiment and finite element analysis of shear wall. Then, the sheathing nail connection experiment with load direction which was perpendicular and paralled to grain was carried out respectively for applying domestic nails, and the load-displacement curves of nail connections were used in finite element analysis software to calculate lateral bearing capacity of wood shear walls, and compared with the calculated results of shear wall models for imported nails. The study results show that the lateral bearing capacity and rigidity of wood shear walls with domestic or imported nails are similar, and its lateral bearing capacity which is calculated by finite element has enough reliability compared with Chinese Code for Design of Timber Structures(GB 50005—2003), so in the construction of wood shear walls, domestic and imported nails can be used interchangeably.

References:

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Memo

Memo:
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Last Update: 2011-03-20