中文名：钢结构
期刊简介：本刊由冶金工业局主管，冶金部建筑研究总院、中国钢结构协会主办。重点刊登钢结构领域中能代表我国发展水平的科研成果、学术论文、工程设计、工程实录等。本刊内容兼顾理论和实践，既有钢结构学术理论的报导，又有推广新技术、新结构、新工艺、新材料、新制品及重大工程实录的介绍，并多方面介绍国外钢结构领域先进经验。
SCI收录期刊——土木建筑工程学科
2009年SCI收录土木建筑工程学科期刊50种（注：★为SCI、A&HCI共同收录期刊）：
1. ACI MATERIALS JOURNAL 《美国混凝土学会材料杂志》美国
Bimonthly
ISSN: 0889-325X AMER CONCRETE INST, 38800 INTERNATIONAL WAY, COUNTRY CLUB DRIVE, PO BOX 9094, FARMINGTON HILLS, USA, MI, 48333-9094
1. Science Citation Index
2. Science Citation Index Expanded
2. ACI STRUCTURAL JOURNAL 《美国混凝土学会结构杂志》美国
Bimonthly
ISSN: 0889-3241 AMER CONCRETE INST, 38800 INTERNATIONAL WAY, COUNTRY CLUB DRIVE, PO BOX 9094, FARMINGTON HILLS, USA, MI, 48333-9094
1. Science Citation Index
2. Science Citation Index Expanded
3. ADVANCED STEEL CONSTRUCTION 《钢结构进展》韩国
Quarterly （注：2008年开始被SCI收录） ISSN: 1816-112X
HONG KONG INST STEEL CONSTRUCTION, HONG KONG POLYTECHNIC UNIV, DEPT CIVIL & STRUCTURAL ENGNG, HUNGHOM KOWLOON, PEOPLES R CHINA, HONG KONG, 00000
1. Science Citation Index Expanded
4. ADVANCES IN CEMENT RESEARCH 《水泥研究进展》英国
Quarterly
ISSN: 0951-7197
THOMAS TELFORD PUBLISHING, THOMAS TELFORD HOUSE, 1 HERON QUAY, LONDON, ENGLAND, E14 4JD
1. Science Citation Index Expanded
钢结构
主管单位：中国钢铁工业协会
主办单位：冶金部建筑研究总院;中国钢结构协会
快捷分类：建筑建筑科学与工程
出版地区：北京
国际刊号：1007-9963
国内刊号：11-3899/TF
创刊时间：1986
发行周期：月刊
期刊开本：A4
审稿时间：1-3个月
所在栏目：工程科技II
综合影响因子：0.253
期刊级别： 国家级期刊
《钢结构》创刊于1986年，很明显，这本不是ei。钢结构期刊是RCCSE(B+)(2020第六版)，也就是武大核心目录刊，
In the past decade, the concept of a second-order or an advanced analysis has been described in various national design codes of practice such as the Load and Resistance Factor Design Specifi- cation for Structural Steel Buildings ( 1986 ) and the Australia standards ( AS4100 1990 ) . Unlike the 1inear analysis where checking of member strength against instability and second-order effect is carried out by the element design formulas in the codes, the second-order analysis automatically includes the effects of these nonlinear terms. As aresult of this, stress, allowing for the second- order P-δand P-△ effects,can be automatically computed and compared with the factored yield stress, or the design strength, in the analysis so that the empirical approach to amplify the moment due to a large change of geometry becomes unnecessary, resulting in much convenience and accuracy. In addition, the second-order and advanced analysis--including various linear and nonlinear terms for a more accurate computation of member forces and moments-provides a much more effective and accurate means of assessing the strength, stability, and serviceability of a structure and is expected to be widely accepted by the engineer, provided that an effective and robust analysis method is available This "integrated design and analysis approach "is aimed at using a sophisticated second-order analysis to design practical steel frames fulfilling the design code requirements. A literature survey shows that typical second-order analysis methods ignore many important characteristics and requirements for practical design, including the member initial imperfection and its direction, consistency between the linear and the nonlinear models due to the need to use several elements per member for a second-order analysis, and loads along members. The proposed method includes these terms so that it can be used to directly design real and practical steel frames fulfilling the advanced analysis requirement.
中文翻译
过去十年中，二阶或高等分析的概念在各种国内设计规范中被描述，例如结构钢建筑负载和抗性因子设计规格( 1986 ) 和澳大利亚标准 ( AS4100 1990 ) 。不同于线性分析用规范中的元设计方程来执行构件强度反不稳定性和二阶效应的检查，二阶分析自动地包括这些非线性条件的效果。结果是应力允许二阶P-δ和P-△效应，可被自动地计算并与屈服应力或设计强度相比较，以便在分析中不再需要因几何形状的巨变而扩大力矩的经验方法，结果更方便、精确。此外，二阶与高等分析--包括更精确的构件力-力矩计算的各种线性和非线性条件，并提供更有效和更精确的结构强度、稳定性和适用性估计方法，可望被工程师广泛接受，提供一个有效的分析法是可行的。"综合设计和分析进展"针对使用复杂的二阶分析去实施规范需要的应用钢框架设计。一篇文献调查认为典型的二阶分析法忽视了许多重要的特性和实践设计需要，包括构件初始不完整性和它的方向，线性和非线性模型之间的一致性因为需要对每构件几个元件作二阶分析，和沿构件的负载。建议的方法包括这些条款以便它能直接用于实现高等分析要求的设计和应用钢框架。
