An automated computationally efficient two-stage procedure for service load analysis of RC flexural members considering concrete cracking
Crossref DOI link: https://doi.org/10.1007/s00366-016-0496-4
Published Online: 2016-12-21
Published Print: 2017-07
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Patel, K. A.
Chaudhary, Sandeep
Nagpal, A. K.
License valid from 2016-12-21