Zobrazeno 1 - 10
of 57
pro vyhledávání: '"Fangfang Geng"'
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 17, Iss 2, Pp 47-74 (2022)
The bridge influence line (IL) reflects the response of a certain section due to varying load positions. As a result, IL has a wide application prospect in damage identification and condition assessment. Up to date, studies regarding IL have been foc
Externí odkaz:
https://doaj.org/article/1becc71b5de246068b06c180b02e9611
Publikováno v:
Applied Sciences, Vol 11, Iss 1, p 253 (2020)
An orthotropic steel deck (OSD) has a complicated structure, and its fatigue life is mainly determined by various welding details. Fatigue assessment of deck-to-rib welding details (DRWDs) under long-term train loads is an important concern for engin
Externí odkaz:
https://doaj.org/article/79a3e80946e9441981e2de8dacb62aa1
Publikováno v:
Applied Sciences, Vol 10, Iss 18, p 6510 (2020)
The damage to structures caused by the velocity pulse effect of near-fault earthquake waves cannot be ignored, yet there are few studies on the risk assessment of seismic performance for precast concrete frame under near-fault earthquake waves. A nov
Externí odkaz:
https://doaj.org/article/628fadf770194d5aae01f4bb5e035334
Publikováno v:
Applied Sciences, Vol 9, Iss 18, p 3917 (2019)
Fatigue cracks in orthotropic steel decks (OSDs) have been a serious problem of steel bridges for a long time. The structural stress approach is an important approach for fatigue life evaluation of welded structures. Firstly, two parameters and the m
Externí odkaz:
https://doaj.org/article/4cb646230f974edcb4a463164a43c86a
Publikováno v:
Applied Sciences, Vol 9, Iss 16, p 3255 (2019)
It is common to assume the relationship between temperature and temperature response is instantaneous in bridge health monitoring systems. However, a time-lag effect between temperature and thermal strain response has been documented by the analysis
Externí odkaz:
https://doaj.org/article/20100b936b0e45f8b7bd7dce0c6dff8d
Publikováno v:
Zeitschrift für Kristallographie - New Crystal Structures. 238:491-493
C18H40N5O4S, monoclinic, P21/n (no. 14), a = 8.4254(9) Å, b = 8.4254(9) Å, c = 16.1470(17) Å, β = 98.302(2)°, V = 2411.9(4) Å3, Z = 4, R gt(F) = 0.0409, wR ref(F 2) = 0.1162, T = 296(2) K.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a02ad98cf4bdb92a841c551c25f5c291
https://doi.org/10.1515/ncrs-2023-0051
https://doi.org/10.1515/ncrs-2023-0051
Publikováno v:
Journal of Civil Structural Health Monitoring. 13:199-217
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5cabadbae6e9bb0e7376e856893b7dd5
https://doi.org/10.1007/s13349-022-00631-y
https://doi.org/10.1007/s13349-022-00631-y
Publikováno v:
Journal of Earthquake Engineering. :1-23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce0154facc1cb73417b80d5785108ca3
https://doi.org/10.1080/13632469.2022.2127977
https://doi.org/10.1080/13632469.2022.2127977
Publikováno v:
Structures. 43:1216-1229
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::967b4a7a5580f912c8edf590b337f0e3
https://doi.org/10.1016/j.istruc.2022.07.039
https://doi.org/10.1016/j.istruc.2022.07.039
Publikováno v:
Periodica Polytechnica: Civil Engineering. 2021, Vol. 65 Issue 3, p810-824. 15p.