PREDICTING ROOF DIAPHRAGM AND ENDWALL STIFFNESS FROM FULL-SCALE TEST-RESULTS OF A METAL-CLAD, POST-FRAME BUILDING

被引：0
|
作者：
GEBREMEDHIN, KG
BARTSCH, JA
JORGENSEN, MC
机构：
来源：
TRANSACTIONS OF THE ASAE | 1992年 / 35卷 / 03期
关键词：
POST-FRAME BUILDINGS;
D O I：
暂无
中图分类号：
S2 [农业工程];
学科分类号：
0828 ;
摘要：
A full-scale post-frame building was constructed and tested in various stages of construction to determine the contributions of the metal cladding to the stiffness of the building. Horizontal loads were applied to interior post-frames to simulate wind loading. Measured horizontal eave deflections were used to predict frame stiffness, roof diaphragm stiffness, and endwall stiffness.
引用
收藏
页码：977 / 985
页数：9
相关论文
共 6 条
1