0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Axial load ratio and limit for ductility design of steel fiber-reinforced concrete composite shear walls

Author(s): ORCID (Key Laboratory of Building Structural Retrofitting and Underground Space Engineering (Shandong Jianzhu University), Ministry of Education, Shandong Jianzhu University, Jinan, China)
(College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China)
(Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China)
(State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 13, v. 25
Page(s): 136943322211077
DOI: 10.1177/13694332221107747
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1177/13694332221107747.
  • About this
    data sheet
  • Reference-ID
    10678377
  • Published on:
    18/06/2022
  • Last updated on:
    19/04/2023
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine