Experimental study on direct-shear behaviour of narrow joints in socket connections for precast pier-to-pile footing systems
Author:
Funder
National Natural Science Foundation of China
China Scholarship Council
Publisher
Elsevier BV
Reference60 articles.
1. Design of Bridges for Urban Transportation[C]//IABSE congress report;Breen;Int Assoc Bridge Struct Eng,2000
2. Jiang H., Hu Z., Cao Z., et al. Experimental and Numerical Study on Shear Performance of Externally Prestressed Precast UHPC Segmental Beams without Stirrups[C]//Structures, 2022, 46: 1134–1153.
3. Alternate substructure systems for standard highway bridges [J];Billington;J Bridge Eng,2001
4. Research and application of composite steel-concrete beams in China [J];Ni;J Civ Eng,1999
5. Shear behavior of dry joints with castellated keys in precast concrete segmental bridges [J];Jiang;J Bridge Eng,2015
Cited by 5 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. Shear Behavior of Non-Stirrup Ultra-High-Performance Concrete Beams: Contribution of Steel Fibers and UHPC;Buildings;2024-08-29
2. The direct shear behavior of the ultra-high performance concrete-filled socket connections between the bridge piers and footings;Structures;2024-08
3. Flexural performance of UHPC-filled narrow joints between precast concrete bridge slabs;Case Studies in Construction Materials;2024-07
4. Experimental Investigation on Shear Behavior of Non-Stirrup UHPC Beams under Larger Shear Span–Depth Ratios;Buildings;2024-05-11
5. Experimental Investigation on the Influence of Strength Grade on the Surface Fractal Dimension of Concrete under Sulfuric Acid Attack;Buildings;2024-03-07
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