DYNAMIC BEHAVIOUR OF LOW-RISE SINGLE LAYERD DOMES SUBJECTED TO EARTHQUAKE MOTIONS
Author:
Affiliation:
1. Dept. of Architecture and Civil Eng., Toyohashi Univ. of Technology
2. Dept. of Architecture and Civil Eng., Toyohashi Univ. of Technology:Space Structure Design Division Tomoe Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/61/488/61_KJ00004100522/_pdf
Reference5 articles.
1. 8) ZHANG Y. Analysis of Space Frame under Vertical Earthquake Loads. IABSE 12th Congress Final Report. (1984) p.169-176.
2. 10) Recommendations for Reinforced Concrete Shell and Folded Plates, IASS, Madrid. (1979)
3. 14) Kunieda Haruo. SOLUTIONS OF FREE VIBRATIONS OF SPHERICAL SHELLS : Part 3 Natural Frequencies and Modes in Axi and Anti-symmetric State. Transactions of the Architectural Institute of Japan.. 日本建築学会. (1983) no.325, p.57-66.
4. EARTHQUAKE RESISTANT CAPACITY OF DOUBLE LAYER LATTICED DOMES WITH ADDITIONAL MASSES SUBJECTED TO VERTICAL MOTIONS
5. STUDY ON DYNAMIC BEHAVIOUR AND COLLAPSE ACCELERATION OF SINGLE LAYER RETICULAR DOMES SUBJECTED TO HORIZONTAL AND VERTICAL EARTHQUAKE MOTIONS
Cited by 9 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. EQUIVALENT STATIC SEISMIC LOAD FOR MIDDLE TO LARGE SPAN LATTICED DOMES CONSIDERING ROOF ANTISYMMETRIC MODE AMPLIFIED BY SUBSTRUCTURE SECOND MODE;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-02-01
2. DYNAMIC CHARACTERISTICS OF SINGLE LAYER RETICULAR DOMES SUBJECTED TO VERTICAL AND HORIZONTAL EARTHQUAKE MOTIONS;Journal of Structural and Construction Engineering (Transactions of AIJ);2003
3. SINGLE LAYER LATTICE SHELL WITH PIN JOINTS REINFORCED BY TENSILE MEMBERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2002
4. DYNAMIC BUCKLING BEHAVIOR OF RIGIDLY JOINTED SINGLE LAYER LATTICE DOMES UNDER SINGLE PULSE WAVES;Journal of Structural and Construction Engineering (Transactions of AIJ);2002
5. ANALYTICAL METHOD FOR ELASTO-PLASTIC BEHAVIOR OF TRUSS GIRDER BASED ON THE THEORY OF PLASTICITY;Journal of Structural and Construction Engineering (Transactions of AIJ);2000
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