Parametric analysis of steel MRFs with self‐centring column bases

Author:

Lettieri Annarosa1,Elettore Elena1,Pieroni Ludovica2,Freddi Fabio2,Latour Massimo1,Rizzano Gianvittorio1

Affiliation:

1. University of Salerno Via Giovanni Paolo II, 132 84084 Fisciano SA Italy

2. University College London Gower Street London WC1E 6BT United Kingdom

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. EN 1998‐1 (2004)Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules seismic actions and rules for buildings.European Committee for Standardization Brussels.

2. ASCE/SEI 7‐16 (2017)Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers Reston USA.

3. ANSI/AISC 341‐16(2016)Seismic provisions for structural steel buildings.American Institute of Steel Construction Chicago USA.

4. Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames

5. McCormick J.;Aburano H.;Nakashima M.(2008)Permissible residual deformation levels for building structures considering both safety and human elements. Proceedings of the 14thWorld Conference on Earthquake Engineering (WCEE) Beijing China Oct. 12–17 2008.

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3