Sentence examples for moment frames with from inspiring English sources

The moment frames with a near uniform interstory drift distribution somewhat have a uniform plastification over the structural height.

Subsequently, seismic response analyses are conducted for three-story and six-story steel moment frames with and without dampers.

To investigate seismic risk of short reinforced concrete moment frames with moderate ductility in the near- and far-field earthquakes, two moderate ductility reinforced concrete moment frames with two and three story have been chosen and designed.

The study is motivated by pre-Northridge moment frames with welded column splices with crack-like flaws that are highly vulnerable to fracture.

Morgen and Kurama (2008) carried out a seismic response evaluation tests of unbonded posttensioned precast concrete moment frames with friction dampers at selected beam ends.

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.

Comparison of a moment frame with and without cross-bracing indicates the beneficial role of redundancy as damage increases.

A 3D numerical investigation is done considering the seismic response of a twelve-storey steel building moment frame with diagonal FVD that have linear force versus velocity behaviour.

A mathematical model to represent YSPDs in a finite element code is developed and the model is used for analyzing a case study steel moment frame with alternative YSPD designs.

Research work carried out on steel special truss moment frames (STMFs) with double-angle sections as chord members during the 1990s led to the formulation of design code provisions.

Non-linear time history analysis results for buildings with moment frames are plotted below, with results pertaining to maximum lateral displacement under both groups of ground motion.