This is a corrigendum for the article titled Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns, published in Engineering Structures (2018) 168 (205-217
Correction to this article published in Engineering Structures, v.197 "Corrigendum to “Numerical ana...
The authors regret the mistake in the name and affiliation of the fourth author in the original manu...
[No abstract available]This paper was made possible by NPRP grant # [5-209-2-071] from the Qatar Nat...
This is a corrigendum for the article titled Numerical simulation of high strength circular double-s...
Correction to this article published: Corrigendum to “Numerical simulation of high strength circular...
Corrigendum to " Numerical analysis of axially loaded rectangular concrete-filled steel tubular shor...
The authors regret that the above article contained some typewriting and calculation errors. The cor...
The authors would like to point out three writing mistakes that have been found after the publicatio...
International audienceRefers to: Call for contributions to a numerical benchmark problem for 2D colu...
The authors regret, in the article “Hybrid fibre reinforced ultra-high performance concrete beams un...
"Erratum on the article ‘A feasibility study of using composite reinforcement in transport and power...
The authors regret for the absence of Fig. 1, and associated caption, in the article. This figure, r...
2noCorrigendum to “Numerical and analytical assessment of the buckling behaviour of Blockhaus log-wa...
The authors regret 3.4 COMSOL for aquifer modelling page Page 686: [Formula presented] (1) should be...
Includes corrigenda (inserted after title page) and list of publications published as a result of th...
Correction to this article published in Engineering Structures, v.197 "Corrigendum to “Numerical ana...
The authors regret the mistake in the name and affiliation of the fourth author in the original manu...
[No abstract available]This paper was made possible by NPRP grant # [5-209-2-071] from the Qatar Nat...
This is a corrigendum for the article titled Numerical simulation of high strength circular double-s...
Correction to this article published: Corrigendum to “Numerical simulation of high strength circular...
Corrigendum to " Numerical analysis of axially loaded rectangular concrete-filled steel tubular shor...
The authors regret that the above article contained some typewriting and calculation errors. The cor...
The authors would like to point out three writing mistakes that have been found after the publicatio...
International audienceRefers to: Call for contributions to a numerical benchmark problem for 2D colu...
The authors regret, in the article “Hybrid fibre reinforced ultra-high performance concrete beams un...
"Erratum on the article ‘A feasibility study of using composite reinforcement in transport and power...
The authors regret for the absence of Fig. 1, and associated caption, in the article. This figure, r...
2noCorrigendum to “Numerical and analytical assessment of the buckling behaviour of Blockhaus log-wa...
The authors regret 3.4 COMSOL for aquifer modelling page Page 686: [Formula presented] (1) should be...
Includes corrigenda (inserted after title page) and list of publications published as a result of th...
Correction to this article published in Engineering Structures, v.197 "Corrigendum to “Numerical ana...
The authors regret the mistake in the name and affiliation of the fourth author in the original manu...
[No abstract available]This paper was made possible by NPRP grant # [5-209-2-071] from the Qatar Nat...
DOI
Add to ORKG