Sentence examples for moment frames are from inspiring English sources

The proposed procedures for seismic design of moment frames are entirely suitable for manual computations.

Two plane steel moment frames are used for the numerical examples, while all the analyses are performed independently.

Development of guidelines and recommendations of RCS beam column connections and RCS moment frames are presented and a future research on composite RCS systems is provided.

In this paper, the results of full-scale shaking table tests on the fundamental structural elements of steel moment frames are summarized for possible modes of fracture.

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.

In this paper seismic design optimization of steel moment frames is studied.

Reliable numerical modeling of steel moment frames is significant to assess the critical parameters affecting collapse behavior.

The influence of welded column splice fracture on the seismic response of steel moment frames is examined.

Avoiding fracture in the beam-column connections of steel moment frames is critical to their seismic performance.

In this model all the lateral force is resisted by the shear walls and the ordinary moment frames were designed to resist only gravity loads.

Specifically, the advantage of special moment frames is that columns can be designed strong enough such that the flexural yielding of beams will dominate at multiple levels of the frame, thereby achieving a higher capacity of energy dissipation.