@inproceedings{25175fe574b44ebfbe8b9e2b951ab79e,
title = "Study on elasto-plastic stability bearing capacities for K6 single-layer reticulated shells under fire conditions",
abstract = "The elastic modulus of steel will decrease in case of high temperature which makes the reticulated shells easier to have the global instability phenomenon. In order to obtain the elasto-plastic stability bearing capacities for K6 single-layer reticulated shells [1], nonlinear finite analysis compete process was conducted by ANAYS software under on the two typical cases which include global non-uniform temperature distribution and localized high temperature. Based on the calculation formula for single-layer reticulated shells at ambient temperature, the calculation formula for elasto-plastic stability bearing capacity for K6 single-layer reticulated shells was obtained.",
keywords = "Calculation formula, Elasto-plastic stability Bearing capacity, Fire disaster, K6 Single-layer reticulated shells",
author = "Yin Bai and Jianlei Zhai and Yuanqing Wang and Yongjiu Shi",
year = "2012",
doi = "10.4028/www.scientific.net/AMM.204-208.1174",
language = "英语",
isbn = "9783037854846",
series = "Applied Mechanics and Materials",
pages = "1174--1178",
booktitle = "Progress in Industrial and Civil Engineering",
note = "2012 International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2012 ; Conference date: 10-08-2012 Through 12-08-2012",
}