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屈敦文;张娜
Urban and Rural Studies 2020 No.03
江苏京沪高速公路有限公司
对于大跨度结构而言,支座沉降对结构受力性能的影响是不容忽视的.利用简化的平面桁架,在不均匀沉降荷载下运用SAP2000有限元结构分析软件进行了静力分析,比较连廊内部不同连接形式的内力情况,得出最优连接方式.
大跨度钢连廊;连接方式;支座沉降;受力性能
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Language: 中文
CN:10-1589/TU
ISSN:2096-6539
Publication Frequency: 半月刊
An academic processing and support platform focusing on journal databases, submission and review, and pre-typesetting.