An approach to seismic damage detection and evaluation in RC bridge piers through vibration data-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

An approach to seismic damage detection and evaluation in RC bridge piers through vibration data

Published:2024-04-30 Issue: Volume: Page:1-15
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Lubrano Lobianco Alessandro¹,Del Zoppo Marta¹,Rainieri Carlo²,Fabbrocino Giovanni²³^ORCID,Di Ludovico Marco¹

Affiliation:

1. Department of Structural Engineering and Architecture, University of Naples “Federico II”, Naples, Italy

2. ITC-CNR, Institute for Construction Technologies, Italian National Research Council (IT), Rome, Italy

3. Department of Biosciences and Territory, University of Molise, Campobasso, Italy

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2345292

Reference44 articles.

1. Allemang, R. J., & Brown, D. L. (1982). A correlation coefficient for modal vector analysis. Proceedings of the first international Modal Analysis Conference. Sdrl.Uc.Edu., 110–116.

2. Applied Technology Council (ATC). (1992). Guidelines for cyclic seismic testing of components of steel structures. California, VA: ATC-24.

3. Experimental study on the seismic performance of prefabricated frame piers

4. Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars

5. Introduction to Operational Modal Analysis

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