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科研机构
兰州理工大学 [3]
地质与地球物理研究所 [1]
四川大学 [1]
西安理工大学 [1]
内容类型
期刊论文 [6]
发表日期
2018 [6]
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Study on aseismic reliability of isolated structures based on probability statistics method
期刊论文
Gongcheng Lixue/Engineering Mechanics, 2018, 卷号: 35, 期号: 11, 页码: 146-154
作者:
Dang, Yu
;
Zhang, Zhe-Xun
;
Li, Yong-Tao
;
Xie, Peng-Fei
收藏
  |  
浏览/下载:10/0
  |  
提交时间:2020/11/14
Architectural design
Dynamic response
Dynamics
Maximum likelihood estimation
Reliability
Rubber
Seismic design
Shear strain
Aseismic reliability
Failure Probability
Isolated structures
Log-normal distribution
Performance functions
Probability statistic
Seismic level
Time history analysis
Focal beam analysis for 3D acquisition geometries in complex media with GPU implementation
期刊论文
COMPUTERS & GEOSCIENCES, 2018, 卷号: 118, 页码: 39-51
作者:
Su, Jun
;
Fu, Li-Yun
;
Wei, Wei
;
Hu, Junhua
;
Sun, Weijia
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  |  
浏览/下载:38/0
  |  
提交时间:2018/09/26
Acquisition geometry
Focal beam analysis
GPU-based algorithm
Seismic behavior of K-shaped eccentrically braced frames with high-strength steel: Shaking table testing and FEM analysis
期刊论文
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 卷号: 143, 页码: 250-263
作者:
Tian, Xiaohong
;
Su, Mingzhou
;
Lian, Ming
;
Wang, Feng
;
Li, Shen
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  |  
浏览/下载:16/0
  |  
提交时间:2019/11/15
EBFs
Dynamic analysis
High-strength steel
Shake table test
Seismic performance
Seismic performance-based design and risk analysis of thermal power plant building with consideration of vertical and mass irregularities
期刊论文
Engineering Structures, 2018, 卷号: Vol.164, 页码: 141-154
作者:
Jianze Wang
;
Kaoshan Dai
;
Yexian Yin
;
Solomon Tesfamariam
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  |  
浏览/下载:4/0
  |  
提交时间:2019/03/01
Thermal
power
plant
Mass
irregularity
Vertical
irregularity
Risk
assessment
Special
concentrically
braced
frame
Seismic behavior of K-type eccentrically braced frames with high strength steel based on PBSD method
期刊论文
2018, 卷号: 15, 页码: 667-685
作者:
Li, Shen
;
Wang, Chao-yu
;
Li, Xiao-lei
;
Jian, Zheng
;
Tian, Jian-bo
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  |  
浏览/下载:3/0
  |  
提交时间:2019/12/20
Eccentrically Braced Frames (EBFs)
high strength steel
performance-based seismic design (PBSD)
story drifts
failure mode
Effect of ground motion duration on seismic fragility of RC frames with different beam-column joint failure modes
期刊论文
Gongcheng Lixue/Engineering Mechanics, 2018, 卷号: 35, 期号: 5, 页码: 193-203
作者:
Sun, Xiao-Yun
;
Han, Jian-Ping
;
Dang, Yu
;
Zhou, Ying
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2020/11/14
Earthquake effects
Failure modes
Seismic design
Seismic response
Seismic waves
Shear deformation
Shear flow
Fragility curves
Fragility level
RC frames
Seismic Performance
Significant duration
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