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     Advance Journal of Food Science and Technology

Research Article   |   OPEN ACCESS

Seismic Performance of Semi-rigid Connection Food Warehouses Steel Frame

1Han Dong and 2Wang Xinwu
1School of Civil Engineering and Architecture, Wuhan University of Technology, Hubei, Wuhan 430070
2School of Civil Engineering, Luoyang Institute of Science and Technology, Henan, Luoyang 471023, China
Advance Journal of Food Science and Technology  2016  9:625-628
http://dx.doi.org/10.19026/ajfst.11.2739  |  © The Author(s) 2016
Received: August ‎17, ‎2015  |  Accepted: September ‎11, ‎2015  |  Published: July 25, 2016
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Abstract

The seismic behavior of semi-rigid connection food warehouses steel frame was examined by pseudo-dynamic test that mainly analyzed the influence of structural mass on the seismic performance of food warehouses steel frame in strain variation, displacement response and load response. The test showed that the mass had some effect on the seismic performance of food warehouses steel frames with semi-rigid connection, mainly displayed in the bearing capacity and deformation of the food warehouses steel frame and dynamic response increased more obviously with the mass of food warehouses steel frames.

Keywords:

Food warehouses steel frame, seismic performance, semi-rigid connection,

References