id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cet-1152		cet-1152		6	.pdf	application/pdf	3803	97	38	1 under the rare earthquake in the performance point, the direction of the maximum elastic-plastic displacement angle between layers were in accordance with the Regulations provisions of article 4.6.5 technology of concrete structures in high-rise buildings, shear wall structure layer is less than the elastic-plastic displacement angle limit of 1/120; 2 in the loading structure at the beginning of a beam damage after that, there are very few beam plastic hinge, the wall in the performance point when the damage is mainly at the bottom of the tension side of the small wall had a small area of the damage, but there is no continuous development of the situation; 3 directions of nappe, bending damage at the bottom of the shear wall around the outer layer standard stress, not shear failure. To occur through the recent earthquake and harm that, with the development of economy and the development of new materials and new technology to further strengthen the earthquake fortification measures, reduce the failure and collapse of building structures caused by the earthquake, significantly reduced so the number of casualties caused by.	cache/cet-1152.pdf	txt/cet-1152.txt