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Progressive collapse analysis of high-rise building with 3-D finite element modeling method

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Figure

Fig 1 Typical plan layout of the ETABS model
Fig 3 The analysis model using core walls as lateral bracing system without the slab showing
Fig 7 Full scale frame test by Wang et al [17]
Fig. 8 Frame size and dimension of the           Fig. 9 Load location of the Frame A from
+7

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