TOWARD DESIGN OFFICE MOMENT-ROTATION CURVES FOR END-PLATE BEAM-TO-COLUMN CONNECTIONS

被引：16

作者：

FOLEY, CM

VINNAKOTA, S

机构：

[1] Department of Civil and Environmental Engineering, Marquette University, Milwaukee

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1995年 / 35卷 / 02期

关键词：

D O I：

10.1016/0143-974X(94)00039-K

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A semi-analytic method to model moment-rotation curves for unstiffened extended end plate connections is presented. Two physically based parameters; connection initial stiffness and connection moment capacity, and one experimentally based parameter are used in a three-parameter power model. Good correlation between the proposed model and experimental results is shown. The proposed method is then simplified, resulting in moment-rotation curve modeling suitable for design office environments.

引用

页码：217 / 253

页数：37

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