Vibration performance of arch prestressed concrete truss girder under impulse excitation
Author:
Funder
National Key Research and Development Program of China
Chongqing Basic and Frontier Research
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference32 articles.
1. Vibration of prestressed cable RC truss floor system due to human activity;Zhou;J Struct Eng,2016
2. Dynamic performance characteristics of an innovative cable supported beam structure-concrete slab composite floor system under human-induced loads;An;Eng Struct,2016
3. Dynamic performance characteristics of an innovative hybrid composite floor plate system under human-induced loads;Abeysinghe;Compos Struct,2013
4. Flat plate-voided concrete slab systems: design, serviceability, fire Resistance, and construction;Fanella;Pract Period Struct Des Constr,2017
5. Vibration serviceability of a building floor structure Ⅰ: dynamic testing and computer modeling;Setareh;J Perform Constr Fac,2010
Cited by 13 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
1. Research on Shear Buckling Capacity of Steel Octagon-Web Beam;International Journal of Steel Structures;2024-07-30
2. Study on Coupled Vibration of Human-plate System under Pedestrian Excitation;KSCE Journal of Civil Engineering;2024-01-18
3. Investigation of Prestressed Concrete Bridge Girders Under Overheight Vehicle Collisions;Lecture Notes in Civil Engineering;2024
4. Experimental study on vibration serviceability of cold-formed thin-walled steel floor;STEEL COMPOS STRUCT;2023
5. Forced vibration mechanism and suppression method for thin-walled workpiece milling;International Journal of Mechanical Sciences;2022-09
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