Sentence examples for restrained connection from inspiring English sources

The through plate involved with concrete provided a strong panel zone with elastic behavior, and the suggested connection is categorized as a fully restrained connection.

A fully restrained connection in a steel moment-resisting frame designed in US after the 1994 Northridge earthquake is expected to sustain a rotation demand of 0.04 rad.

The suggested type can be classified as a partially restrained connection overall under cyclic loading because it reached more than 0.03 rad of an inelastic rotation angle 80% capacity of the maximum moment capacity.

We then consider three steel frames of different heights, designed by different building codes: the first two are moment frames with fully restrained and partially restrained connections and the third is a braced frame.

This paper investigates the performance of steel frames with partially restrained connections fabricated from bolted T-stubs following damage to load-bearing columns.

The strength capacity of a reticulated spherical dome is generally associated with inelastic buckling of its slender members and more often of the partially restrained connections between members.

This paper describes a programme of research in which the non-composite SCS panels with axially restrained connections were studied experimentally and numerically.

Upon adopting the end-fixity factor, the proposed method is comprehensive regardless of end rotational conditions of beam and column members, and applicable to unbraced frames with both partially and fully restrained connections.

The project utilized a performance-based engineering framework and addresses issues pertaining to various types of steel moment-resisting frames including those utilizing welded, bolted, and partially restrained connections.

The floor acceleration response of Special Steel Moment Frames subjected to earthquakes is evaluated considering different modeling options, i.e., elastic and inelastic behavior, with and without gravity frames, and considering different strength levels of the partially restrained connections in the gravity frames.

This paper reports on the behavior of headed shear stud connectors for use in steel frames with partially restrained connections and reinforced concrete infill walls, attached compositely to the steel frame around the perimeter of each wall panel (S-RCW system), subjected to seismic loading.