Snap-Through of Shallow Circular Arches with Variable Horizontal Supports under Unilateral Displacement Control-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Snap-Through of Shallow Circular Arches with Variable Horizontal Supports under Unilateral Displacement Control

Published:2020-04 Issue:4 Volume:146 Page:04020013
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Zhang Qian¹^ORCID,Cai Jianguo²,Xia Wenjie³^ORCID,Feng Jian⁴

Affiliation:

1. Ph.D. Student, National Prestress Engineering Research Center, Southeast Univ., Nanjing 210000, China. ORCID: .

2. Professor, National Prestress Engineering Research Center, Southeast Univ., Nanjing 210000, China (corresponding author).

3. Assistant Professor, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND 58108-6050. ORCID: .

4. Professor, National Prestress Engineering Research Center, Southeast Univ., Nanjing 210000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001747

Reference38 articles.

1. Flexible mechanical metamaterials

2. IN-PLANE NONLINEAR BEHAVIOUR OF CIRCULAR PINNED ARCHES WITH ELASTIC RESTRAINTS UNDER THERMAL LOADING

3. In-Plane Elastic Stability of Arches under a Central Concentrated Load

4. In-Plane Stability of Parabolic Arches with Horizontal Spring Supports. I: Theory

5. EFFECT OF SUPPORT STIFFNESS ON STABILITY OF SHALLOW ARCHES

Cited by 3 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. In-plane nonlinear buckling analysis and design method of concrete-filled steel tubular catenary arches;Journal of Constructional Steel Research;2024-03

2. Behavior of Pre-Stressed Arch Subjected to Sliding Load;International Journal of Structural Stability and Dynamics;2022-08-06

3. A theoretical study on nonlinear in-plane buckling of shallow angle-ply laminated arches with elastic supports;Composite Structures;2021-08

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