Challenges in design of- steel structures subjected to exceptional earthquakes

机译：遭受特大地震的钢结构设计面临的挑战

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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：实际规范仅将破坏性地震视为具有强烈加速度的地震。但是在许多情况下，即使对于中等加速度，结构损伤也非常重要，这表明高地面加速度并不是设计中必须考虑的唯一参数。本文提出了遭受这些特殊地震影响的钢结构设计中提出的令人怀疑的问题。

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来源
《Conference on Behaviour of Steel Structures in Seismic Areas; Jun 9-12, 2003; Naples, Italy》|2003年|p.89-95|共7页
会议地点 Naples(IT);Naples(IT)
作者
V. Gioncu; F.M. Mazzolani;
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作者单位

"Politehnica" University Timisoara, Romania;

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会议组织
原文格式 PDF
正文语种 eng
中图分类建筑科学;
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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

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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 . 2003

机译：钢结构设计的挑战，经常地震
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

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6. Balance Fatigue Design of Cast Steel Nodes in Tubular Steel Structures [O] . Libin Wang, Hui Jin, Haiwei Dong, 2013

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7. P-△ EFFECT ON ENERGY ABSORPTION CAPACITY OF STEEL FRAMED STRUCTURES SUBJECTED TO EARTHQUAKES [O] . HIROSHI AKIYAMA 1984

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8. Displacement Design Approach for Reinforced Concrete Structures Subjected toEarthquakes [R] . Qi, X., Moehle, J. P. 1991

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Challenges in design of- steel structures subjected to exceptional earthquakes

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