Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading: Part I: Experimental research

LA Fülöp, D Dubina - Thin-Walled Structures, 2004 - Elsevier
The ever-increasing need for housing generated the search for new and innovative building
methods to increase speed, efficiency and enhance quality, one direction being the use of …

Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading: Part II: Numerical modelling and performance analysis

LA Fülöp, D Dubina - Thin-Walled Structures, 2004 - Elsevier
The main components to provide earthquake performance of a light-gauge steel house are
the shear walls. Understanding shear wall behaviour and finding suitable hysteretic models …

[PDF][PDF] Ductility and seismic performance of thin-walled cold-formed steel structures

D Dubina, V UNGUREANU - International Journal of Steel Structures, 2004 - kssc.or.kr
Cold—formed steel structures are usually made with thin—walled sections of class 3 or 4
steel. Traditionally these structures, being slender, are considered non-ductile and plastic …

Seismic Performance Evaluation of Full-size Non-seismic Circular RC Bridge Piers with Longitudinal Steel Lap splice

C Young-Soo, K Seong-Hyun - Journal of the Korea Concrete …, 2004 - koreascience.kr
Most bridge piers were practically designed and constructed with lap spliced longitudinal
reinforcing steels before the 1992 seismic design provisions of Korea Bridge Design …

Seismic Performance Evaluation of Full-Sized RC Bridge Piers with tap-Spliced longitudinal Steels according to Lateral Confinement

C Young-Soo, K Seong-Hyun - Journal of the Korea Concrete …, 2004 - koreascience.kr
It has been known that practically unavoidable lap splices of longitudinal reinforcement in
the plastic hinge region have a bad effect on the seismic performance of reinforced concrete …

[PDF][PDF] SEISMIC PERFORMANCE OF THIN-WALLED BUILDING STRUCTURES

D Dubina, V Ungureanu, L Fulop, M Cristutiu - academia.edu
Thin-walled steel structures are usually made by sections of class 4 or 3 and they can be
obtained either by cold-forming or thin plate welding. Traditionally these structures, being …