建筑用抗震钢研究概述  

A Brief Account of Research on Anti-seismic Building Steel

作　　者：李洪岩[1] 金学军[1] 许荣昌[1] 

机构地区：[1]上海交通大学-莱芜钢铁集团高强度钢联合研发中心

出　　处：《莱钢科技》2008年第3期5-8,共4页Laigang Science & Technology

摘　　要：近年来全国各地高层建筑迅猛发展，同时我国处于地震多发区，这对建筑用抗震钢的抗震性能提出了越来越高的要求。为此本文重点介绍了国内外建筑用抗震钢的研究现状，探讨了建筑用抗震钢的性能要求，在此基础上简要阐述了建筑用抗震钢的成分设计原则和显微组织。In recent years, high-rise buildings are rapidly developing nationwide. Because our country is located in an earthquake-frequently-hit area, increasingly high demands on the earthquake-proof performance of anti-seismic building steel become obvious. In this connection, this paper emphatically presents the status quo of researches on anti-seismic building steel both at home and abroad, discusses requirements on performance of it and based on that, briefly expounds its composition design principle and microscopic structure.

关 键 词：建筑用抗震钢 性能要求 成分设计 显微组织 

分 类 号：TG142.15[一般工业技术—材料科学与工程] U442.55[金属学及工艺—金属材料]