Sentence examples for using the capacity design from inspiring English sources

The RC walls are designed for seismic loads using the capacity design method.

To this end 6- and 12-story analysis model structures with friction dampers were designed using the capacity design procedure.

Then the seismic reinforcement schemes such as addition of interior columns or insertion of rotational friction dampers at the ends of connecting beams are implemented using the capacity design procedure.

This design by using the capacity of the DC microgrid and introducing a new unified power quality conditioner, named UPQC-DC, and providing appropriate control schemes for two back to back interface converter between the AC and DC microgrids, presents important characteristics such as power quality improvement, power flow control, reactive power compensation, and elimination of power swings.

From the results obtained in this study it is possible to conclude that the capacity design methodology used by the authors is successful to design low and medium rise ductile RC-MRCBFs when the columns of the moment frames resist at least 50% of the total seismic shear force, supporting with numerical evidence the proposed strength balance established in MFDC-04.

RC-MRCBFs were assumed to be located in soft soil conditions in Mexico City and were designed using a capacity design methodology adapted to the general requirements of the seismic, reinforced concrete and steel guidelines of Mexico's Federal District Code (MFDC-04).

In addition, comparisons with the prediction of axial load capacity using the proposed design model, Australian Standards, Eurocode, and American Institute of Steel Construction code provisions for hollow and concrete-filled SWT and LWT columns is also carried out.

Buildings are regular and were designed using a proposed capacity design methodology adapted to the seismic, reinforced concrete and steel guidelines of current Mexico's Federal District Code (MFDC-04) and the Manual of Civil Structures MOC-20088).

The pull-out failure loads from the tests were first compared with the pull-out capacities predicted using the design equations in the current cold-formed steel design standards.

The dynamic behavior of the biosorption column was investigated through experiments and the influence of operating conditions, such as initial chromium concentration, flow rate and amount of biosorbent, on the column removal capacity have been analyzed using the factorial design methodology.

The low temperature (2 to 300) K heat capacity of monoclinic hafnia (HfO2) was measured using the heat capacity option of a Quantum Design Physical Property Measurement System (PPMS).