Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Xiaoqi Du"'
Autor:
Primo N. Lara, Luis Villanueva, Carolina Ibanez, Mustafa Erman, Jae Lyun Lee, Daniel Heinrich, Oleg Nikolaevich Lipatov, Craig Gedye, Erhan Gokmen, Alejandro Acevedo, Andrey Semenov, Se Hoon Park, Rustem Airatovich Gafanov, Fatih Kose, Mark Jones, Xiaoqi Du, Mihaela Munteanu, Rodolfo Perini, Toni K. Choueiri, Robert J. Motzer
Publikováno v:
BMC Cancer, Vol 23, Iss S1, Pp 1-12 (2024)
Abstract Background Immunotherapy-based combinations have emerged as standard therapies for patients with metastatic renal cell carcinoma (mRCC). Pembrolizumab, a PD-1 inhibitor, combined with epacadostat, an indoleamine 2,3-deoxygenase 1 selective i
Externí odkaz:
https://doaj.org/article/f27c30f1bd8e406580492b76ee1bb216
Publikováno v:
Frontiers in Materials, Vol 10 (2023)
The morphology and volume fraction of coarse aggregate particles significantly influence the mechanical characteristics of concrete. This paper presents the development of a numerical model for pebble concrete by combining experiments with the discre
Externí odkaz:
https://doaj.org/article/80e848ea1ef44b5d8427aad5233ab630
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
The risk of slope failure is determined by the degree of damage caused by the slope slide. For the special-high slope of some high-risk water conservancy and hydropower projects, the standard should be appropriately raised. Thus, the safety standard
Externí odkaz:
https://doaj.org/article/bdb49e097d164c9eb81d30a5228c0d3a
Publikováno v:
Applied Sciences, Vol 10, Iss 4, p 1252 (2020)
In this study, discrete element PFC3D software was used to simulate the uniaxial compression of C30 concrete specimen models after freezing−thawing damage. Based on the thickness of the freezing−thawing damage layer of the concrete and the uniaxi
Externí odkaz:
https://doaj.org/article/96c601fa798a482aa56b99d88ffc48c0
Publikováno v:
Journal of Materials in Civil Engineering. 34
Publikováno v:
Journal of Building Engineering. 64:105648
Publikováno v:
KSCE Journal of Civil Engineering. 24:2449-2457
Mass concrete structures are prone to suffer temperature destruction during construction and operation because of their own mechanical properties and the role of cement hydration; therefore, the law of temperature field and temperature stress changes
Publikováno v:
SSRN Electronic Journal.
Publikováno v:
Construction and Building Materials. 365:130095