Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Leping Ren"'
Autor:
Min Song, Quan Ma, Wenpin Yan, Haiqiang Lv, Leping Ren, Qinzheng Yang, Hongtian Wang, Ying Zhao, Ang Li
Publikováno v:
Frontiers in Earth Science, Vol 11 (2024)
In the process of grading and dynamically optimizing the design and construction parameters of the surrounding rock mass of a rock tunnel face, efficiently and accurately acquiring the geometrical parameters of the rock discontinuities is an importan
Externí odkaz:
https://doaj.org/article/ece2e067ee4e433b97cb31c4ec06c4ae
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
The geometric agreement, commonly hailed as load-transferring paths within bridge structures, is significantly crucial to the bridge structural mechanical performance, such as capacity, deformation, and collapse behavior. This paper presents a method
Externí odkaz:
https://doaj.org/article/62c6da78a7f44c3a99723fb2208d7549
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In recent decades, carbon fiber reinforced plastics (CFRP) have been widely used to repair and maintain concrete structures around the world. Since the parameter uncertainties of load and resistance are very important for the reliability assessment o
Externí odkaz:
https://doaj.org/article/93d94aa5a0ed478e84c52b8414c040a7
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
In the traditional bridge seismic fragility analysis, the criterion for judging the structural damage state is clear. That is to say, when the damage index exceeds a specific value, the structure is judged to enter the new damage state. However, the
Externí odkaz:
https://doaj.org/article/31e0dff5c6cb46b1988368498bc7b4d0
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
The geometric agreement, commonly hailed as load-transferring paths within bridge structures, is significantly crucial to the bridge structural mechanical performance, such as capacity, deformation, and collapse behavior. This paper presents a method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::78c470e160f268823940e053aeab3185
https://doi.org/10.1155/2021/2158582
https://doi.org/10.1155/2021/2158582
Autor:
Zhaobing Wang, Fajiang Luo, Kui Huang, Peng Li, Hualong Li, Kun Guo, Jianning Li, Zizhou Dai, Qinxiong Zhang, Leping Ren, Litao He, Jincheng Fan
Publikováno v:
Advances in Measurement Technology, Disaster Prevention and Mitigation ISBN: 9781003330172
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d18c520c1c8aaca168e01833b3cf62c4
https://doi.org/10.1201/9781003330172-75
https://doi.org/10.1201/9781003330172-75
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In recent decades, carbon fiber reinforced plastics (CFRP) have been widely used to repair and maintain concrete structures around the world. Since the parameter uncertainties of load and resistance are very important for the reliability assessment o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cbd3e749c838cbf3bbb2ebbe7034dfa0
https://doi.org/10.1155/2020/3906730
https://doi.org/10.1155/2020/3906730
Publikováno v:
KSCE Journal of Civil Engineering. 24:835-846
This paper presents an improved approach for evaluating seismic performance of V-shaped continuous girder bridges with different V-angles. A 3-D finite element model is established using the OpenSees for tracing the response of a typical three-span V
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bed76cd63000029c86469dfc1c44108
https://doi.org/10.1007/s12205-020-0805-8
https://doi.org/10.1007/s12205-020-0805-8
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
In the traditional bridge seismic fragility analysis, the criterion for judging the structural damage state is clear. That is to say, when the damage index exceeds a specific value, the structure is judged to enter the new damage state. However, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d28703076c11d72f7d985527867c2e4
https://doi.org/10.1155/2019/3592972
https://doi.org/10.1155/2019/3592972
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 791:012070
As the key node of highway transportation line, bridges are easy to be damaged under earthquake. When bridge earthquake damage occurs, traffic will often be interrupted, resulting in traffic network paralysis in disaster areas, seriously affecting th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60d3d56dc9958ff2885f43c540127afe
https://doi.org/10.1088/1755-1315/791/1/012070
https://doi.org/10.1088/1755-1315/791/1/012070