Discussion of “Proposals for limit states torsional strength design of wide-flange steel members”

ISSN： 1208-6029

Source： Canadian Journal of Civil Engineering, Vol.35, Iss.10, 2008-10, pp. : 1183-1186

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Reply to the discussion by O. Bedair on “Proposals for limit states torsional strength design of wide-flange steel members”

By Ashkinadze Konstantin

Canadian Journal of Civil Engineering, Vol. 35, Iss. 10, 2008-10 ,pp. : 1187-1191

NRC Research Press

Access to resources Recommend Favorite

Proposals for limit states torsional strength design of wide-flange steel members

By Ashkinadze Konstantin

Canadian Journal of Civil Engineering, Vol. 35, Iss. 2, 2008-02 ,pp. : 200-209

NRC Research Press

Access to resources Recommend Favorite

Erratum: Discussion of “Proposals for limit states torsional strength design of wide-flange steel members”

By Bedair Osama

Canadian Journal of Civil Engineering, Vol. 35, Iss. 11, 2008-11 ,pp. : 1352-1352

NRC Research Press

Access to resources Recommend Favorite

Erratum: Proposals for limit states torsional strength design of wide-flange steel members

By Ashkinadze Konstantin

Canadian Journal of Civil Engineering, Vol. 35, Iss. 10, 2008-10 ,pp. : 1192-1192

NRC Research Press

Access to resources Recommend Favorite

Effects of shot peening on the torsional fatigue limit of high-strength steel containing an artificial surface defect

By Takahashi Koji Okada Hideki Ando Kotoji

International Journal of Structural Integrity, Vol. 3, Iss. 3, 2012-08 ,pp. : 274-284

Emerald Group Publishing Ltd

Access to resources Recommend Favorite