| INVESTIGATION ABOUT DETERMINATION OF COLUMN EFFECTIVE LENGTH OF STEEL FRAMES WITH FLEXIBLE JOINTS |
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| 引用本文： | Liu Xiaoqiang Wu Huibi. INVESTIGATION ABOUT DETERMINATION OF COLUMN EFFECTIVE LENGTH OF STEEL FRAMES WITH FLEXIBLE JOINTS[J]. 保鲜与加工, 1992, 0(4) |
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| 作者姓名： | Liu Xiaoqiang Wu Huibi |
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| 作者单位： | Dept. of Civil Engineering |
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| 摘 要： | Moment slope displacement equations of beams with two end semirigid connection restraints are covered. The evaluation of column effective length factor both braced frames and unbraced frames with flexible joints is derived. Determination of column effective length method proposed herein is. exactly the same as those of rigid frames which was well established in Chineses Specification of Steel Structures, however, the restraining stiffness of girders to columns should be amended semirigid connection is applied.
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| 关 键 词： | semi-rigid connections frameworks column effective length |
INVESTIGATION ABOUT DETERMINATION OF COLUMN EFFECTIVE LENGTH OF STEEL FRAMES WITH FLEXIBLE JOINTS |
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| Liu Xiaoqiang Wu Huibi. INVESTIGATION ABOUT DETERMINATION OF COLUMN EFFECTIVE LENGTH OF STEEL FRAMES WITH FLEXIBLE JOINTS[J]. Storage & Process, 1992, 0(4) |
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| Authors: | Liu Xiaoqiang Wu Huibi |
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| Affiliation: | Dept. of Civil Engineering |
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| Abstract: | Moment slope displacement equations of beams with two end semirigid connection restraints are covered. The evaluation of column effective length factor both braced frames and unbraced frames with flexible joints is derived. Determination of column effective length method proposed herein is. exactly the same as those of rigid frames which was well established in Chineses Specification of Steel Structures, however, the restraining stiffness of girders to columns should be amended semirigid connection is applied. |
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| Keywords: | semi-rigid connections frameworks column effective length |
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