DESIGN AND CONSTRUCTION OF A CONCRETE-FILLED STEEL TUBE JOINT

机译：钢管混凝土节点的设计与施工

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A wide-flange girder connection to a concrete-filled steel tube column was recently designed for two low-rise building structures. Preliminary cost estimates indicated that this system was more economical than the more traditional structural steel column counterpart. A methodology to compute strength, stiffness and joint equilibrium is presented. Finally, some differences and limitations of the current U.S. design specifications are discussed.

机译：最近，为两个低层建筑结构设计了一个宽法兰梁连接到钢管混凝土柱。初步成本估算表明，该系统比传统的结构钢立柱更为经济。提出了一种计算强度，刚度和关节平衡的方法。最后，讨论了当前美国设计规范的一些差异和局限性。

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来源
《Conference on Connections Between Steel and Concrete Vol.2 Sep 10-12, 2001 Stuttgart, Germany》|2001年|p.1270-1280|共11页
会议地点 Stuttgart(DE)
作者
Stephen P. Schneider; Donald R. Kramer; Douglas L. Sarkkinen;
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作者单位

Kramer Gehlen and Associates, Inc.;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
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DESIGN AND CONSTRUCTION OF A CONCRETE-FILLED STEEL TUBE JOINT

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