冷弯型钢板件相关屈曲和极限承载力
冷弯型钢板件相关屈曲的精确计算十分复杂。本文基于盈亏相抵的概念导出板件约束系数的近似计算公式,比已有公式简便。经过矩形管短柱试验数据的分析,加上其他截面的现成资料,可知板件在屈曲后仍然存在相关性,确定受压极限承载力时应该计及这种相关性。...
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| Language: | zho |
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Editorial Department of Progress in Steel Building Structures, Tongji University
2002-01-01
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| Series: | Jianzhu Gangjiegou Jinzhan |
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| Online Access: | http://steelpro.tongji.edu.cn/thesisDetails?columnId=40765049&Fpath=home&index=0 |
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| author | 陈绍蕃 |
| author_facet | 陈绍蕃 |
| author_sort | 陈绍蕃 |
| collection | DOAJ |
| description | 冷弯型钢板件相关屈曲的精确计算十分复杂。本文基于盈亏相抵的概念导出板件约束系数的近似计算公式,比已有公式简便。经过矩形管短柱试验数据的分析,加上其他截面的现成资料,可知板件在屈曲后仍然存在相关性,确定受压极限承载力时应该计及这种相关性。 |
| format | Article |
| id | doaj-art-3dbd9a0cf56645979fcec551df7e89f8 |
| institution | Kabale University |
| issn | 1671-9379 |
| language | zho |
| publishDate | 2002-01-01 |
| publisher | Editorial Department of Progress in Steel Building Structures, Tongji University |
| record_format | Article |
| series | Jianzhu Gangjiegou Jinzhan |
| spelling | doaj-art-3dbd9a0cf56645979fcec551df7e89f82025-01-15T03:14:44ZzhoEditorial Department of Progress in Steel Building Structures, Tongji UniversityJianzhu Gangjiegou Jinzhan1671-93792002-01-013640765049冷弯型钢板件相关屈曲和极限承载力陈绍蕃冷弯型钢板件相关屈曲的精确计算十分复杂。本文基于盈亏相抵的概念导出板件约束系数的近似计算公式,比已有公式简便。经过矩形管短柱试验数据的分析,加上其他截面的现成资料,可知板件在屈曲后仍然存在相关性,确定受压极限承载力时应该计及这种相关性。http://steelpro.tongji.edu.cn/thesisDetails?columnId=40765049&Fpath=home&index=0冷弯型钢板件屈曲相关屈曲约束系数屈曲后承载力 |
| spellingShingle | 陈绍蕃 冷弯型钢板件相关屈曲和极限承载力 Jianzhu Gangjiegou Jinzhan 冷弯型钢 板件屈曲 相关屈曲 约束系数 屈曲后承载力 |
| title | 冷弯型钢板件相关屈曲和极限承载力 |
| title_full | 冷弯型钢板件相关屈曲和极限承载力 |
| title_fullStr | 冷弯型钢板件相关屈曲和极限承载力 |
| title_full_unstemmed | 冷弯型钢板件相关屈曲和极限承载力 |
| title_short | 冷弯型钢板件相关屈曲和极限承载力 |
| title_sort | 冷弯型钢板件相关屈曲和极限承载力 |
| topic | 冷弯型钢 板件屈曲 相关屈曲 约束系数 屈曲后承载力 |
| url | http://steelpro.tongji.edu.cn/thesisDetails?columnId=40765049&Fpath=home&index=0 |
| work_keys_str_mv | AT chénshàofān lěngwānxínggāngbǎnjiànxiāngguānqūqūhéjíxiànchéngzàilì |