Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Gangting Tang"'
Publikováno v:
Buildings, Vol 12, Iss 9, p 1376 (2022)
High-fluidization and early strength cement mortar (HECM) has been widely adopted in various fields of civil engineering. Due to the complexity of the engineering environment, sulfate corrosion cannot be ignored for the HECM. Although the effect of s
Externí odkaz:
https://doaj.org/article/c2771a38f0134a0abac3a18bd5cdb67e
Autor:
Fa Che, Chao Yin, Jilei Zhou, Zhinan Hu, Xingkui Zhao, Lu Sheng, Qian Zhang, Xiaoyu Cheng, Gangting Tang, Han Zhang, Dong Liu
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Uncertainties of the ground motions and structural parameters are the main factors that limit the accuracy of embankment seismic fragility assessment. In response to the uncertainties of the ground motions, artificial synthesizing method of the near-
Externí odkaz:
https://doaj.org/article/b2395c235aa94c5e9504c05f20e7d441
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
There are few systematic studies on the risk probability assessment, although embankment seismic damages are extremely serious. Meanwhile, retaining walls and other retaining structures play positive roles in improving the embankment seismic performa
Externí odkaz:
https://doaj.org/article/94793a0b963640809e8ae9b1a2523bec
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
There are few systematic studies on the risk probability assessment, although embankment seismic damages are extremely serious. Meanwhile, retaining walls and other retaining structures play positive roles in improving the embankment seismic performa
Autor:
Jiaolong Ren, Xiangquan Zhang, Hongbo Zhao, Lin Zhang, Jiale Yang, Gangting Tang, Jingchun Chen, Jian Wang, Min Li
Publikováno v:
Measurement. 202:111879
Autor:
Gangting Tang, Lu Sheng, Xiaoyu Cheng, Zhinan Hu, Xingkui Zhao, Han Zhang, Dong Liu, Jilei Zhou, Fa Che, Qian Zhang, Chao Yin
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Uncertainties of the ground motions and structural parameters are the main factors that limit the accuracy of embankment seismic fragility assessment. In response to the uncertainties of the ground motions, artificial synthesizing method of the near-