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高層建筑鋼結(jié)構(gòu)抗震設(shè)計(jì)對鋼材性能的要求
郁銀泉1,張慶江2
摘 要

(1 中國建筑標(biāo)準(zhǔn)設(shè)計(jì)研究院,北京 100048; 2 西安建筑科技大學(xué),西安 710055)
[摘要]通過對我國現(xiàn)行抗震設(shè)計(jì)方法的簡要概述,得出為了實(shí)現(xiàn)規(guī)范要求的鋼框架梁鉸倒塌機(jī)制,需要使用抗震性能好的鋼材。特別對鋼材屈強(qiáng)比的重要性作了重點(diǎn)闡述。為了在框架梁柱中能使用高強(qiáng)度、高屈強(qiáng)比的鋼材,提出了必須發(fā)展新的抗震結(jié)構(gòu)——控制震害結(jié)構(gòu)(DCS)的必要性。
[關(guān)鍵詞]β譜;抗震性能;梁鉸倒塌機(jī)制;屈強(qiáng)比;塑性變形;控制震害結(jié)構(gòu)
Requirement for steel performance during anti-seismic design of high-rise steel structural building
Yu Yinquan1, Zhang Qingjiang2(1 China Institute of Building Standard Design & Research, Beijing 100048, China;2 Xi’an University of Architecture and Technology, Xi’an 710055, China)
Abstract:By summarizing domestic actual anti-seismic design method, steel of high-performance for anti-seismic is needed to achieve beam plastic hinge collapse mechanism which is required in the code. The steel of high-performance for anti-seismic is the steel that meet the four basic requirements. It highlights the importance of steel yield ratio. To put steel of high strength and high yield-strength ratio into use for columns and beams in frame structure, necessity of developing new anti-seismic structural style, such as damage-controlled structures (DCS), is provided.
Keywords:β spectrum; earthquake resistant capability; beam plastic hinge collapse mechanism; yield-strength ratio; plastic deformation; damage-controlled structures
作者簡介:郁銀泉,教授級高級工程師,一級注冊結(jié)構(gòu)工程師,Email:yuyq@chinabuilding.com.cn。
參考文獻(xiàn)
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[2]GB50011—2001建筑抗震設(shè)計(jì)規(guī)范[S]. 北京:中國建筑工業(yè)出版社, 2001.
[3]GB50017—2003鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范[S]. 北京:中國計(jì)劃出版社, 2003.
[4]AISC,Seismic Provisions for Structural Steel Building[S]. 1992, 1997, 2005.
[5]上田修三. 結(jié)構(gòu)鋼的焊接[M]//荊洪陽, 譯. 北京:冶金工業(yè)出版社, 2004.
[6]國家質(zhì)量監(jiān)督檢驗(yàn)檢疫總局.GB/T19879—2005 建筑結(jié)構(gòu)用鋼板[S].北京:中國標(biāo)準(zhǔn)出版社,2005.
[7]韋伯斯特 S E,巴尼斯特A C. 屈強(qiáng)比:英國鋼鐵公司的研究結(jié)果[C]//現(xiàn)代建筑與橋梁用高強(qiáng)度鋼材應(yīng)用技術(shù)國際研討會論文集, 北京, 2008.
[8]YOUSEF BOZORGNIA, VITELMO V B. Earthquake Engineering from Engineering Seismology to Performance-based Engineering[C]//CRC PRESS, Boca Raton London NewYork, Washington. D. C., 2004.

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