Challenges in design of steel structures subjected to exceptional earthquakes

机译：钢结构设计的挑战，经常地震

获取原文

页面导航

摘要
著录项
相似文献
相关主题

摘要

The actual codes consider the damaging earthquakes only the ones having strong accelerations. But in many cases, the structure damage was very important, even for moderate accelerations, showing that the high ground accelerations are not the alone parameter which must be considered in design. The paper presents the doubtful questions rising in steel structure design subjected to these exceptional earthquakes.

机译：实际代码考虑损坏地震只有强烈加速的地震。但在许多情况下，即使对于中等加速，结构损坏也非常重要，表明高地面加速度不是必须在设计中考虑的单独参数。本文提出了钢结构设计中令人满意的疑难问题，这些特殊地震造成了这些特殊地震。

著录项

来源
《Conference on behaviour of steel structures in seismic areas》|2003年||共7页
会议地点
作者
V. Gioncu; F.M. Mazzolani;
展开▼
作者单位

展开▼
会议组织
原文格式 PDF
正文语种
中图分类金属结构;
关键词

相似文献

外文文献
中文文献
专利

1. Floor response spectra in isolated structures, subjected to earthquakes weaker than the design earthquake—Part II: Isolation with magnetically controlled elastomeric bearings [J] . Tatjana Isakovi, Jaka Zevnik, Matej Fischinger Structural Control and Health Monitoring . 2011,第5期

机译：经受比设计地震弱的地震的隔离结构中的地板响应谱—第II部分：磁控弹性轴承的隔离
2. Floor response spectra in isolated structures, subjected to earthquakes weaker than the design earthquake—Part II: Isolation with magnetically controlled elastomeric bearings (pages 540–553) [J] . Tatjana Isaković, Jaka Zevnik and Matej Fischinger Structural Control and Health Monitoring . 2011,第5期

机译：遭受比设计地震弱的地震的隔离结构中的地板响应谱—第II部分：磁控弹性轴承的隔离（第540–553页）
3. Floor response spectra in isolated structures subjected to earthquakes weaker than the design earthquake—Part I: Isolation with high-damping rubber bearings (pages 635–659) [J] . Tatjana Isaković, Jaka Zevnik and Matej Fischinger Structural Control and Health Monitoring . 2011,第6期

机译：遭受比设计地震弱的地震的隔离结构中的地板响应谱—第一部分：高阻尼橡胶轴承的隔离（第635–659页）
4. Challenges in design of- steel structures subjected to exceptional earthquakes [C] . V. Gioncu, F.M. Mazzolani Conference on Behaviour of Steel Structures in Seismic Areas; Jun 9-12, 2003; Naples, Italy . 2003

机译：遭受特大地震的钢结构设计面临的挑战
5. An algorithm for the detection of collapse in steel frame structures subjected to earthquakes and identification of causative factors. [D] . Martin, Scott Christopher. 1995

机译：一种用于钢框架结构地震倒塌检测和病因识别的算法。
6. Balance Fatigue Design of Cast Steel Nodes in Tubular Steel Structures [O] . Libin Wang, Hui Jin, Haiwei Dong, 2013

机译：管状钢结构中铸钢节点的平衡疲劳设计
7. P-△ EFFECT ON ENERGY ABSORPTION CAPACITY OF STEEL FRAMED STRUCTURES SUBJECTED TO EARTHQUAKES [O] . HIROSHI AKIYAMA 1984

机译：p-△对地震钢框架结构的能量吸收能力的影响
8. Displacement Design Approach for Reinforced Concrete Structures Subjected toEarthquakes [R] . Qi, X., Moehle, J. P. 1991

机译：地震作用下钢筋混凝土结构位移设计方法

Challenges in design of steel structures subjected to exceptional earthquakes

摘要

著录项

相似文献

相关主题

期刊订阅