气候变化领域集成服务门户(CCPortal): Limit states for sustainable reinforced concrete structures

CCPortal

DOI	10.1016/j.cemconres.2019.04.013
	Limit states for sustainable reinforced concrete structures
	Geiker, Mette R.; Michel, Alexander; Stang, Henrik; Lepech, Michel D.
发表日期	2019-08-01
ISSN	0008-8846
EISSN	1873-3948
卷号	122 页码:189-195
英文摘要	Probability-based limit state design is a hallmark of modern civil engineering practice. Code requirements to meet both ultimate limit states (ULS) and serviceability limit states (SLS) have vastly improved the safety and usefulness of concrete structures
关键词	Sustainability Modeling Durability Concrete Corrosion
学科领域	Construction & Building Technology;Materials Science, Multidisciplinary
语种	英语
WOS记录号	WOS:000473380700015
来源期刊	CEMENT AND CONCRETE RESEARCH
文献类型	期刊论文
条目标识符	http://gcip.llas.ac.cn/handle/2XKMVOVA/82123
作者单位	Norwegian Univ Sci & Technol, Dept Struct Engn, NO-7491 Trondheim, Norway
推荐引用方式 GB/T 7714	Geiker, Mette R.,Michel, Alexander,Stang, Henrik,et al. Limit states for sustainable reinforced concrete structures[J],2019,122:189-195.
APA	Geiker, Mette R.,Michel, Alexander,Stang, Henrik,&Lepech, Michel D..(2019).Limit states for sustainable reinforced concrete structures.CEMENT AND CONCRETE RESEARCH,122,189-195.
MLA	Geiker, Mette R.,et al."Limit states for sustainable reinforced concrete structures".CEMENT AND CONCRETE RESEARCH 122(2019):189-195.