JP4019545B2 - 円形断面鋼管柱における柱梁接合部分の耐力を求める方法 - Google Patents
円形断面鋼管柱における柱梁接合部分の耐力を求める方法 Download PDFInfo
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- JP4019545B2 JP4019545B2 JP09402499A JP9402499A JP4019545B2 JP 4019545 B2 JP4019545 B2 JP 4019545B2 JP 09402499 A JP09402499 A JP 09402499A JP 9402499 A JP9402499 A JP 9402499A JP 4019545 B2 JP4019545 B2 JP 4019545B2
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09402499A JP4019545B2 (ja) | 1999-03-31 | 1999-03-31 | 円形断面鋼管柱における柱梁接合部分の耐力を求める方法 |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09402499A JP4019545B2 (ja) | 1999-03-31 | 1999-03-31 | 円形断面鋼管柱における柱梁接合部分の耐力を求める方法 |
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| Publication Number | Publication Date |
|---|---|
| JP2000282569A JP2000282569A (ja) | 2000-10-10 |
| JP2000282569A5 JP2000282569A5 (enExample) | 2005-10-27 |
| JP4019545B2 true JP4019545B2 (ja) | 2007-12-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| JP09402499A Expired - Fee Related JP4019545B2 (ja) | 1999-03-31 | 1999-03-31 | 円形断面鋼管柱における柱梁接合部分の耐力を求める方法 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105890970A (zh) * | 2016-04-26 | 2016-08-24 | 重庆大学 | 均布载荷下中心带刚性板的环形薄膜最大挠度的确定方法 |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030053633A (ko) * | 2001-12-22 | 2003-07-02 | 재단법인 포항산업과학연구원 | 내진 철골모멘트접합부 설계시스템 및 그 설계방법 |
| CN102943485B (zh) * | 2012-10-30 | 2014-07-30 | 福州市第三建筑工程公司 | 一种任意组合立柱双挑梁支承结构及其使用方法 |
| CN109684679B (zh) * | 2018-12-04 | 2023-05-26 | 中国航空工业集团公司西安飞机设计研究所 | 一种承受反对称集中载荷的圆拱形加强框参数设计方法 |
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1999
- 1999-03-31 JP JP09402499A patent/JP4019545B2/ja not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105890970A (zh) * | 2016-04-26 | 2016-08-24 | 重庆大学 | 均布载荷下中心带刚性板的环形薄膜最大挠度的确定方法 |
| CN105890970B (zh) * | 2016-04-26 | 2018-06-19 | 重庆大学 | 均布载荷下中心带刚性板的环形薄膜最大挠度的确定方法 |
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| JP2000282569A (ja) | 2000-10-10 |
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