Zobrazeno 1 - 10
of 18
pro vyhledávání: '"ZHENJIA GAO"'
Publikováno v:
American Society for Composites 2022.
Fiber-reinforced composites are widely used in aerospace structures because of their high specific strength. However, the failure prediction in these heterogeneous engineered materials presents significant challenges due to the multiscale nature and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23f561df291c167625b1a5ce178699a1
https://doi.org/10.12783/asc37/36439
https://doi.org/10.12783/asc37/36439
Publikováno v:
AIAA SCITECH 2022 Forum.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f88733fb82d1baa15d437e0573ae82b0
https://doi.org/10.2514/6.2022-2282
https://doi.org/10.2514/6.2022-2282
Autor:
Wei-Tsen Lu, Zhenjia Gao, Hari K. Adluru, Kevin H. Hoos, Waruna P. Seneviratne, David H. Mollenhauer, Endel V. Iarve
Publikováno v:
Composites Part A: Applied Science and Manufacturing. 163:107199
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f1b1f2e98665e733b301edcbb421fe8
https://doi.org/10.1016/j.compositesa.2022.107199
https://doi.org/10.1016/j.compositesa.2022.107199
Publikováno v:
Engineering Structures. 97:47-53
This paper provides specifications necessary for designing hybrid masonry systems that resist through-bolt push out effects. Hybrid masonry is a relatively new structural system that can be used in seismic areas and comprises masonry panels connected
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6669e4315cf7428e913ec75befaefe93
https://doi.org/10.1016/j.engstruct.2015.03.048
https://doi.org/10.1016/j.engstruct.2015.03.048
Autor:
Zhenjia Gao, Ilinca Stanciulescu
Publikováno v:
Journal of Structural Engineering. 142
Hybrid masonry is a relatively new type of structural system that benefits from the ductility and ease of construction of steel frames and from the in-plane strength and stiffness of reinforced masonry panels. Finite element analyses of hybrid masonr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c85106d39e851da24f2cf83b6b7e2923
https://doi.org/10.1061/(asce)st.1943-541x.0001516
https://doi.org/10.1061/(asce)st.1943-541x.0001516
Publikováno v:
Annals of Nuclear Energy. 38:995-1003
This paper describes the development of a method to treat resonance interference effects within the framework of the subgroup method. The new procedure provides for the treatment of multiple resonance absorbers in which the subgroup weights are deter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1011d57b54459b322893aad2a3345b3
https://doi.org/10.1016/j.anucene.2011.01.019
https://doi.org/10.1016/j.anucene.2011.01.019
Autor:
Yanping, Li, Sharps, Robert, McWilliams, Michael, Zhengkun, Zhang, Yong' an, Li, Qiang, Li, Tongjian, Zhai, Zhenjia, Gao
Publikováno v:
Acta Geologica Sinica (English Edition); Mar1990, Vol. 3 Issue 1, p1-13, 13p
Autor:
Yongjian Zhai, Robert Sharps, Zhengkun Zhang, Yongan Li, Yianping Li, Zhenjia Gao, Allan Cox, Qiang Li, Michael McWilliams
Publikováno v:
Scopus-Elsevier
We collected 262 samples at 39 sites in three thick Lower Permian sections along the northwestern margin of the Tarim block. The Lower Permian sections are basalts interbedded with limestones or sandstones, or shallow marine limestones and sandstones
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b0225707c286857f4c3942d69bb696f2
https://doi.org/10.1016/0012-821x(89)90052-6
https://doi.org/10.1016/0012-821x(89)90052-6
Publikováno v:
Science & Technology of Food Industry; Jul2024, Vol. 45 Issue 14, p327-334, 8p
Autor:
Stanciulescu, I., Zhenjia Gao
Publikováno v:
Scopus-Elsevier
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
In this work we investigate the seismic strength, behavior, and performance of the hybrid masonry structural system. The computational modeling efforts aim to characterize the inelastic behavior of hybrid masonry panels. In particular, we study the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::047c0af0dc9df403b514b5a212ab751c
http://www.scopus.com/inward/record.url?eid=2-s2.0-84858995902&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-84858995902&partnerID=MN8TOARS
