柱脚の復元力特性が鋼構造骨組全層の最大層間変位角に及ぼす影響
In this study, we investigate the effect of restoring force characteristic of column bases on seismic responses in each story of steel frames. Dynamic analyses are carried out on column bases with a kinematics-hardening-type restoring force characteristic or a slip-type restoring force characteristi...
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| Published in | Kou kouzou rombunshuu Vol. 17; no. 67; pp. 67_29 - 67_41 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
社団法人 日本鋼構造協会
2010
Japanese Society of Steel Construction |
| Subjects | |
| Online Access | Get full text |
| ISSN | 1880-9928 1884-0329 |
| DOI | 10.11273/jssc.17.67_29 |
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| Abstract | In this study, we investigate the effect of restoring force characteristic of column bases on seismic responses in each story of steel frames. Dynamic analyses are carried out on column bases with a kinematics-hardening-type restoring force characteristic or a slip-type restoring force characteristic. The results indicated that, on the first story, the maximum story drift angle of slip-type is larger than that of the kinematics-hardening-type while, on the second story, they are similar. And on any story above the third, the kinematics-hardening-type is larger than the slip-type. In addition the predicitons of the maximum story drift angle of the first story are proposed in the case of the column bases having each restoring force characteristic with energy balance principal. |
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| AbstractList | In this study, we investigate the effect of restoring force characteristic of column bases on seismic responses in each story of steel frames. Dynamic analyses are carried out on column bases with a kinematics-hardening-type restoring force characteristic or a slip-type restoring force characteristic. The results indicated that, on the first story, the maximum story drift angle of slip-type is larger than that of the kinematics-hardening-type while, on the second story, they are similar. And on any story above the third, the kinematics-hardening-type is larger than the slip-type. In addition the predicitons of the maximum story drift angle of the first story are proposed in the case of the column bases having each restoring force characteristic with energy balance principal. |
| Author | 横尾, 雅代 小川, 厚治 |
| Author_FL | OGAWA Koji YOKOO Masayo |
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| Author_xml | – sequence: 1 fullname: 小川, 厚治 organization: 熊本大学大学院自然科学研究科 – sequence: 1 fullname: 横尾, 雅代 organization: 熊本大学大学院自然科学研究科博士前期課程 |
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| Copyright | 2010 社団法人 日本鋼構造協会 |
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| DOI | 10.11273/jssc.17.67_29 |
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| DocumentTitleAlternate | Effect of Restoring Force Characteristic of Column Bases on the Maximum Story Drift Angles of Each Story of Steel Frames |
| DocumentTitle_FL | Effect of Restoring Force Characteristic of Column Bases on the Maximum Story Drift Angles of Each Story of Steel Frames |
| EISSN | 1884-0329 |
| EndPage | 67_41 |
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| Publisher | 社団法人 日本鋼構造協会 Japanese Society of Steel Construction |
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| References | [7] 横尾雅代・小川厚治 : 相対的に弱い柱脚をもつ鋼構造骨組の部材耐力適正分布, 鋼構造年次論文報告集, 第17巻, pp.57-64, 2009.11 [12] 河野昭雄 : 地震動による鋼ラーメン骨組の残留水平変位に関する研究, 日本建築学会構造系論文集, 第589号, pp.165-171, 2005.3 [6] 横尾雅代・小川厚治 : 柱脚の復元力特性が鋼構造ラーメン骨組の地震応答に及ぼす影響, 日本建築学会大会研究報告九州支部, 第48号, 構造系, pp.413-416, 2009.3 [8] 小川厚治・加村久哉・井上一朗 : 鋼構造ラーメン骨組の魚骨形地震応答解析モデル, 日本建築学会構造系論文集, 第521号, pp.319-334, 1999.7 [3] 河野昭雄・松井千秋 : 柱脚の復元力特性の違いがはり降伏型鉄骨ラーメンの地震応答性状に与える影響について, 日本建築学会構造系論文集, 第507号, pp.139-146, 1998.5 [10] P.Somerville, et al. : Development of Ground Motion Time Histores for Phase 2 of the FEMA/SAC Steel Project, SAC Background Document, Report No.SAC/BD-97-04, SAC Joint Venture, 555 University Ave., CA, 1997 [4] 柳田佳伸・半貫敏夫・秋山宏 : 露出型柱脚を有する低層剛接骨組の地震時挙動, 日本建築学会構造系論文集, 第74巻, 第639号, pp.953-960, 2009.5 [11] 小川厚治 : 半サイクルの地震入力エネルギーとバイリニア系の最大地震応答, 日本建築学会構造系論文集, 第532号, pp.185-192, 2000.6 [1] 加藤勉・佐藤邦昭・鎌形修一・田上淳 : 鋼構造露出型柱脚の復元力特性が上部架構に与える影響について (その1 : スリップ型のモデルの応答解析), 日本建築学会大会学術講演梗概集, pp.867-868, 1986.8 [2] 加藤勉・佐藤邦昭・鈴木周衛・前田祥三 : 鋼構造露出型柱脚の復元力特性が上部架構に与える影響について (その2 : 完全弾塑性型のモデルの応答解析), 日本建築学会大会学術講演梗概集, pp.869-870, 1986.8 [9] 川島敏夫・出口義史・小川厚治 : 鋼構造骨組の部材耐力分布の適正化に関する研究, 日本建築学会構造系論文集, 第74巻, 第635号, pp.147-155, 2009.1 [5] 山田哲・秋山宏・貞許美和 : スリップ型の復元力特性を有する柱脚の弾塑性挙動が鋼構造多層骨組の終局耐震性能に及ぼす影響, 日本建築学会構造系論文集, 第502号, pp.141-147, 1997.12 |
| References_xml | – reference: [6] 横尾雅代・小川厚治 : 柱脚の復元力特性が鋼構造ラーメン骨組の地震応答に及ぼす影響, 日本建築学会大会研究報告九州支部, 第48号, 構造系, pp.413-416, 2009.3 – reference: [8] 小川厚治・加村久哉・井上一朗 : 鋼構造ラーメン骨組の魚骨形地震応答解析モデル, 日本建築学会構造系論文集, 第521号, pp.319-334, 1999.7 – reference: [2] 加藤勉・佐藤邦昭・鈴木周衛・前田祥三 : 鋼構造露出型柱脚の復元力特性が上部架構に与える影響について (その2 : 完全弾塑性型のモデルの応答解析), 日本建築学会大会学術講演梗概集, pp.869-870, 1986.8 – reference: [11] 小川厚治 : 半サイクルの地震入力エネルギーとバイリニア系の最大地震応答, 日本建築学会構造系論文集, 第532号, pp.185-192, 2000.6 – reference: [1] 加藤勉・佐藤邦昭・鎌形修一・田上淳 : 鋼構造露出型柱脚の復元力特性が上部架構に与える影響について (その1 : スリップ型のモデルの応答解析), 日本建築学会大会学術講演梗概集, pp.867-868, 1986.8 – reference: [5] 山田哲・秋山宏・貞許美和 : スリップ型の復元力特性を有する柱脚の弾塑性挙動が鋼構造多層骨組の終局耐震性能に及ぼす影響, 日本建築学会構造系論文集, 第502号, pp.141-147, 1997.12 – reference: [9] 川島敏夫・出口義史・小川厚治 : 鋼構造骨組の部材耐力分布の適正化に関する研究, 日本建築学会構造系論文集, 第74巻, 第635号, pp.147-155, 2009.1 – reference: [3] 河野昭雄・松井千秋 : 柱脚の復元力特性の違いがはり降伏型鉄骨ラーメンの地震応答性状に与える影響について, 日本建築学会構造系論文集, 第507号, pp.139-146, 1998.5 – reference: [10] P.Somerville, et al. : Development of Ground Motion Time Histores for Phase 2 of the FEMA/SAC Steel Project, SAC Background Document, Report No.SAC/BD-97-04, SAC Joint Venture, 555 University Ave., CA, 1997 – reference: [4] 柳田佳伸・半貫敏夫・秋山宏 : 露出型柱脚を有する低層剛接骨組の地震時挙動, 日本建築学会構造系論文集, 第74巻, 第639号, pp.953-960, 2009.5 – reference: [7] 横尾雅代・小川厚治 : 相対的に弱い柱脚をもつ鋼構造骨組の部材耐力適正分布, 鋼構造年次論文報告集, 第17巻, pp.57-64, 2009.11 – reference: [12] 河野昭雄 : 地震動による鋼ラーメン骨組の残留水平変位に関する研究, 日本建築学会構造系論文集, 第589号, pp.165-171, 2005.3 |
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| SubjectTerms | Column base Maximum story drift angle Optimum Restoring force characteristic Strength distribution 復元力特性 最大層間変位角 柱脚 耐力分布 適正化 |
| Title | 柱脚の復元力特性が鋼構造骨組全層の最大層間変位角に及ぼす影響 |
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