Cite
HARVARD Citation
Zhang, Y. et al. (n.d.). Equivalent damping ratio model of flexure-shear critical RC columns. Engineering structures. pp. 52-66. [Online].
This is an interim version of our Electronic Legal Deposit Catalogue-eJournals and eBooks while we continue to recover from a cyber-attack.
Zhang, Y. et al. (n.d.). Equivalent damping ratio model of flexure-shear critical RC columns. Engineering structures. pp. 52-66. [Online].