- 摘 要
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（西安建筑科技大學(xué)土木工程學(xué)院 710055）
【提要】以我國現(xiàn)行《鋼結(jié)構(gòu)設(shè)計規(guī)范》（GB50017—2003）為基礎(chǔ)，結(jié)合《美國鋼結(jié)構(gòu)規(guī)范》（LRF
D—2001）和《歐洲鋼結(jié)構(gòu)規(guī)范》（EC3—1993），對規(guī)范中關(guān)于對接焊縫和角焊縫的構(gòu)造及連接計算方法進(jìn)行了詳細(xì)比較，相關(guān)結(jié)論可供工程技術(shù)人員了解國內(nèi)外鋼結(jié)構(gòu)設(shè)計規(guī)范的技術(shù)水平和發(fā)展動態(tài)。
【關(guān)鍵詞】 鋼結(jié)構(gòu) 設(shè)計規(guī)范 對接焊縫 角焊縫 比較
Comparison on Weld Construction and Connection Calculating Method in National and Abroad Steel Structure Codes/Liu Xinchun, Bai Liang(School of Civil Eng., Xi'an University of Architec
ture & Technology, Xi'an 710055, China)
Abstract:On the basis of Code for Design of Steel Structure(GB50017—2003)，combined
with American Load and Resistance Factor Design Specification for Structural Steel Buildings(LRFD—2001) and European Criterion(EC3—1993), details of constitution and connection calculating methods of butt weld and fillet weld are introduced and compared. The conclusions can be referred by engineers for learning the development and the level of technique of steel structure criteria.
Keywords:steel structure；design code；butt weld；fillet weld；comparison
