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- W2391520290 abstract "An investigation on seismic behavior of main structures in a large-scale thermal plant is reported in this paper.The structure was design for similar requirements in accordance with the GBJ11—89,and their 1∶7 scaled models were subjected to pseudo-dynamic and pseudo-static loadings.Experimental results show that structure exhibited a rather uniformly distributed cracking pattern.Plastic hinges appeared to also occur in several columns,and this may be attributed to the strong beam and soft column.The severe damage at the fifth story of prototype is attributable to the abrupt reduction of the column cross section size and abnormal joints effects.The model structure under the 0.05g the earthquake acceleration did not crack,and was able to sustain without collapse under the 0.30g acceleration ground motion input.The test results indicate that the structure satisfied the demand of seismic design in 7 intensity zones,but the safety margin of the structure was limited.Therefore,the application of this type of structure in the zones with higher seismic intensity should be caution." @default.
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- W2391520290 date "2007-01-01" @default.
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- W2391520290 title "Experimental study on seismic behavior of RC frame-bent structure of a large-scale power plant" @default.
- W2391520290 hasPublicationYear "2007" @default.
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