Sentence examples for wall designed for from inspiring English sources

The base shear versus roof displacement relationship for each model structure is depicted in Fig. 7 where it can be observed that the five-story structure with 9 m-long wall designed for medium-level seismic load have highest strength and the 20 five-story structure with 6 m wall designed for low-level seismic load have lowest strength.

But much comic art can only be appreciated up close and seems lost on walls designed for large-scale oil paintings.

This paper presents an analytical evaluation of the seismic behavior and design of a unique primary shield (PSW) structure consisting of steel-plate composite (SC) walls designed for a typical pressurized water reactor (PWR) nuclear power plant.

This trend is more noticeable in the structures with 9 m staggered walls designed for low seismic load.

Open image in new window Fig. 13 Plastic hinge formation of model structures with 6 m-long staggered walls designed for medium-level seismic load.

Except for the structure with 6 m-long staggered walls designed for medium-level seismic load, the response modification factors turned out to be higher than 3.0 which was used for evaluation of design seismic load.

For seismic performance evaluation of the model structures with 6 m staggered walls designed for medium seismic load, incremental dynamic analyses (IDA) were carried out using the El Centro and the Taft earthquakes.

Open image in new window Fig. 8 Story shear versus inter-story drift curves of the model structures with 6 m-long staggered walls designed for low-level seismic load.

Figure 13 shows the plastic hinge formation of the model structures with 6 m walls designed for medium seismic load when the maximum inter-story drift reached 1.5%% of the story height.

Open image in new window Fig. 9 Story shear versus inter-story drift curves of the model structures with 6 m-long staggered walls designed for medium-level seismic load.

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