Ove Lagerqvist
- (2019): Stronger steels, higher penalties: Evaluation of flexural buckling experiments performed on welded high‐strength steel struts. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019).
- (2020): Statistical Analysis of Flexural-Buckling-Resistance Models for High-Strength Steel Columns. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 2 (février 2020).
- (2010): Evidence-based Prevention of Work-related Musculoskeletal Injuries in Construction Industry. Dans: Journal of Civil Engineering and Management, v. 16, n. 4 (décembre 2010).
- (2016): From ideas to construction innovations: firms and universities collaborating. Dans: Construction Economics and Building, v. 16, n. 1 (mars 2016).
- (2010): Using visualization technologies for design and planning of a healthy construction workplace. Dans: Construction Innovation, v. 10, n. 3 (juillet 2010).
- (1995): Resistance of plate edges to concentrated forces. Dans: Journal of Constructional Steel Research, v. 32, n. 1 (janvier 1995).
- (1996): Resistance of I-girders to concentrated loads. Dans: Journal of Constructional Steel Research, v. 39, n. 2 (septembre 1996).
- (1999): Behaviour of girder webs subjected to patch loading. Dans: Journal of Constructional Steel Research, v. 50, n. 1 (avril 1999).
- (2003): Critical buckling of longitudinally stiffened webs subjected to compressive edge loads. Dans: Journal of Constructional Steel Research, v. 59, n. 9 (septembre 2003).
- (2017): 04.17: Cylindrical shell buckling under a hydraulic constraint: Numerical study. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
- (2017): 03.02: Structural assessment of a column splice with opened slotted holes: Finger Connection. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
- (2016): Innovative System for the Construction and Management of Student Residences – Frameup System. Présenté pendant: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016.
Structurae coopère avec
