| 建筑钢结构的断裂研究评述与损伤控制设计 |
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| 引用本文： | 陈以一,蒋兆栋.建筑钢结构的断裂研究评述与损伤控制设计[J].同济大学学报(自然科学版),1999,27(5):587-591. |
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| 作者姓名： | 陈以一 蒋兆栋 |
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| 作者单位： | 同济大学建筑工程系!上海２０００９２ |
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| 基金项目： | 国家自然科学基金!59678037 |
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| 摘 要： | 讨论了建筑钢结构在强烈地震作用下发生的断裂现象，根据近年来若干次破坏性地震后，各国研究者所取得的研究成果，综述造成钢结构断裂的主要因素；从结构抗震的工程实践出发，提出了由损伤容许设计向损伤控制设计转变的概念。
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| 关 键 词： | 钢结构 断裂 抗震 损伤控制设计 建筑结构 |
Research Comment on Steel Structure Cracking and the Concept of Damage Control Design |
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| CHEN Yi - yi, JIANC Zhao - dong, SHEN Zu - yan.Research Comment on Steel Structure Cracking and the Concept of Damage Control Design[J].Journal of Tongji University(Natural Science),1999,27(5):587-591. |
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| Authors: | CHEN Yi - yi JIANC Zhao - dong SHEN Zu - yan |
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| Abstract: | The crack phenomena of steel building structures under severe ealthquake action are discusals in this pa- pe. Based on the research progress in recent years after several damaged earthquakes,the main causes of steel smicture cracks are stated. A new concept that the damage allow design transfers to damage control design is brought forwald for resistant earthquake strUctures. |
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| Keywords: | crack of steel strUcture earthquake resistance damage control design |
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