Sentence examples for benchmark building from inspiring English sources

Three and twenty-story benchmark building structures are considered to demonstrate the performance of the proposed MOGA.

A benchmark building and a design optimization problem are also developed.

Finally, the effectiveness of equivalent linear system for the benchmark building with nonlinear TLCDs is investigated.

This study examines a series of experiments on a model of a standard benchmark building under simulated turbulent flow.

The effectiveness of this strategy is illustrated and verified using simulated response of a 20-storey full-scale nonlinear benchmark building excited by several historical earthquake records.

A semi-active tuned mass damper (STMD) is used for vibration control of a 76-story benchmark building subjected to wind load.

Nonlinear static pushover analyses are conducted to demonstrate the beneficial contribution of the RC in mitigating non-uniform inter-story drift distributions in the benchmark buildings.

In this paper, a semi-active control method for seismically excited nonlinear benchmark buildings equipped with controllable fluid viscous dampers is presented and evaluated.

It is shown that the RC is effective in reducing inter-story drift concentration in both benchmark buildings when they reach the inter-story drift limits associated with collapse prevention, lift safety and immediate occupancy per FEMA 356.

After, the ISDC performance is assessed on two benchmark buildings equipped with a semi-active friction device and subjected to non-simultaneous multi-hazard excitations (wind, blast and earthquake).

Benchmark buildings with base isolation systems of different isolation periods and characteristic force ratios are subjected to synthetically developed near-field earthquake records at different fault-distances with different velocity pulse periods and their seismic performances are reported.