Strength of reinforced concrete footings without transverse reinforcement according to limit analysis

网站地图 | English | 公务邮箱

About the library

Background
History
Leadership
Organization

Opening Hours
Collections
Help Via Email

Electronic Information Resources

Strength of reinforced concrete footings without transverse reinforcement according to limit analysis

详细信息查看全文

作者：Joã ; o T. Simõ ; es ; ^{joao.simoes@epfl.ch" class="auth_mail" title="E-mail the corresponding author} ; Duarte M.V. Faria ^{duarte.viulafaria@epfl.ch" class="auth_mail" title="E-mail the corresponding author} ; Miguel Ferná ; ndez Ruiz ^{miguel.fernandezruiz@epfl.ch" class="auth_mail" title="E-mail the corresponding author} ; Aurelio Muttoni ^{aurelio.muttoni@epfl.ch" class="auth_mail" title="E-mail the corresponding author}
关键词：Limit analysis ; Kinematical theorem ; Footings ; Flexural strength ; Punching shear strength ; Flexural-shear regime ; Simplified formulations
刊名：Engineering Structures
出版年：2016
出版时间：1 April 2016
年：2016
卷：112
期：Complete
页码：146-161
全文大小：1537 K

文摘

•: Strength of RC footings investigated based on kinematical theorem of limit analysis.
•: Relevant interaction between flexural and punching shear regimes.
•: Top reinforcement might play an important role in the punching shear regime.
•: Simplified expressions proposed enabling the calculation of RC footings strength.
•: Good agreement found from the comparison of theoretical and experimental results.

NGLC 2004-2010.National Geological Library of China All Rights Reserved.
Add:29 Xueyuan Rd,Haidian District,Beijing,PRC. Mail Add: 8324 mailbox 100083
For exchange or info please contact us via email.