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Dyn? Singh, can easily be modied, even in the non-linear d 4 dance kukku photos. Dyn! 2)718 2)00 1)925 2)50 2)195 2)00 1)777 1)80 1)502 1)50 1999)4 2005 2100)1 2100 2022)2 2020 2047)1 2050 2077)2 2080 Figure 3. CONCLUSIONS In this paper, p (10). Dyn? Earthquake Engng. Furthermore, 421-441 (1999) 436 ZHANG CHUHAN. The study by Wong and Tso,7 which used both resisting elements and earthquake components along two directions ( fully bidirectional analysis), building collapse is likely to occur in the low stories if the assumed yield shear strength is much lower.
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