RiuNet repositorio UPV
:
Investigación
:
Material investigación. Editorial UPV
:
Congresos. Editorial UPV
:
12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018
:
Enviados recientemente

Buscar en RiuNet

Listar

Todo RiuNet
Esta colección

Mi cuenta

Acceder

Ayuda RiuNet

Admin. UPV

12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018: Enviados recientemente

Mostrando ítems 1-5 de 117

Página siguiente

Headed studs close to concrete edge under pull-out

Pascual, Ana Maria; Kuhlmann, Ulrike; Ruopp, Jakob; Stempniewski, L. (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] The capacity of the headed studs when they are close to the edge may be limited by the splitting forces in the concrete. In the Eurocode 4 Part 2 Annex C the shear capacity under this particular arrangement of the ...
Mega columns with several reinforced steel profiles – experimental and numerical investigations

Bogdan, Teodora; Chrzanowski, Maciej (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Steel reinforced concrete (SRC) columns are widely used in super high-rise buildings, since they can provide larger load bearing capacity and better ductility than traditional reinforced concrete (RC) columns. Six ...
Analysis of Fracture Behavior of Large Steel Beam-Column Connections

Qi, Liangjie; Paquette, Jonathan; Eatherton, Matthew; Leon, Roberto; Bogdan, Teodora; Popa, Nicoleta; Nunez, Edurne (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Recently completed experimental steel beam-column connection tests on the largest specimens of reduced-beam section specimens ever tested have shown that such connections can meet current seismic design qualification ...
An innovative concrete-steel structural system allowing for a fast and simple erection

Lepourry, Clemence; Somja, Hugues; Keo, Pisey; Heng, Piseth; Palas, Franck (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In usual concrete buildings, medium to long span slabs can only be achieved by using prestressed beams. However, these elements are heavy, making their handling expensive; the cladding of these beams to vertical ...
Improvement of bearing failure behaviour of T-shaped steel beam-reinforced concrete columns joints using perfbond plate connectors

Yoshida, Mikihito; Nishimura, Yasushi (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] For the joints composed of steel beams and reinforced concrete columns, shear failure and bearing failure are the key failure modes. The shear failure indicates stable hysteresis loop without the strength degradation. ...