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Component-based method for quasi-static cyclic behaviour of steel jointsJOURNAL OF CONSTRUCTIONAL STEEL RESEARCHIF4.32021-06-0114PREAI
XFEM and experimental simulation of failure mechanism of non-persistent joints in mortar under compressionCONSTRUCTION AND BUILDING MATERIALSIF82020-03-0155PREAI
Structural behaviour of prestressed stayed columns with single and double cross-arms using normal and high strength steelARCHIVES OF CIVIL AND MECHANICAL ENGINEERINGIF4.42016-09-0122PREAI
A full scale experimental study of prestressed stayed columnsENGINEERING STRUCTURESIF6.42015-10-0145PREAI
A fire resistance design method for thin-walled steel studs in wall panel constructions exposed to parametric firesTHIN-WALLED STRUCTURESIF6.62014-04-0117PRE
A simplified approach for calculating temperatures in axially loaded cold-formed thin-walled steel studs in wall panel assemblies exposed to fire from one sideTHIN-WALLED STRUCTURESIF6.62013-03-0132OAAI
Direct Strength Method for calculating distortional buckling capacity of cold-formed thin-walled steel columns with uniform and non-uniform elevated temperaturesTHIN-WALLED STRUCTURESIF6.62012-04-0131OAAI
Application of the Direct Strength Method to local buckling resistance of thin-walled steel members with non-uniform elevated temperatures under axial compressionTHIN-WALLED STRUCTURESIF6.62011-12-0140OAAI
Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compressionTHIN-WALLED STRUCTURESIF6.62011-11-0136OAAI