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Preliminary investigation of seismic damage to two steel space structures during the 2013 Lushan earthquake 被引量:11
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作者 Dai Junwu Qu Zhe +1 位作者 Zhang Chenxiao Weng Xuran 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2013年第3期497-500,共4页
Severe damage to steel space structures is rarely reported when compared to other structural systems damaged during past major earthquakes around the world. Two gymnasiums of steel space structures in downtown Lushan ... Severe damage to steel space structures is rarely reported when compared to other structural systems damaged during past major earthquakes around the world. Two gymnasiums of steel space structures in downtown Lushan County that were damaged during the 2013 M7.0 Lushan earthquake in China were investigated and the observations are summarized in this paper. Typical damage to these two steel space structures ranges from moderate to severe. Moderate damage includes global buckling and dislocation of bolted connections of truss members, and inelastic elongation of anchor bolts and sliding of pedestal plates of supports. Severe damage includes member fracture caused by local buckling, and fracture failure of anchor bolts and welds. The distribution of structural damage to these two structures is described in detail and future research opportunities are suggested. 展开更多
关键词 Lushan earthquake steel space structure gymnasitun seismic damage member buckling fracture failure
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Corrosion damage assessment and monitoring of large steel space structures 被引量:1
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作者 Bo CHEN You-Lin XU Weilian QU 《Frontiers of Structural and Civil Engineering》 SCIE EI 2010年第3期354-369,共16页
Large steel space structures,when exposed to a harsh corrosive environment,are inevitably subjected to atmospheric corrosion and stress corrosion cracking.This paper proposes a framework for assessing the corrosion da... Large steel space structures,when exposed to a harsh corrosive environment,are inevitably subjected to atmospheric corrosion and stress corrosion cracking.This paper proposes a framework for assessing the corrosion damage of large steel space structures subjected to both stress corrosion cracking and atmospheric corrosion.The empirical model for estimating atmospheric corrosion based on measured information is briefly introduced.The proposed framework is applied to a real large steel space structure built in the southern coastal area in China to assess its corrosion damage and investigate the effects of atmospheric corrosion on stress corrosion cracking.Based on the results,the conceptual design of the corrosion monitoring system of large steel space structures is finally conducted as the first step for a real corrosion monitoring system. 展开更多
关键词 large steel space structure atmospheric corrosion stress corrosion cracking corrosion damage damage assessment monitoring system
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