Seismic Response of Plan-Asymmetric Structures with Diaphragm Flexibility

Table 3

Natural period and torsional to lateral frequency ratios () of models with rigid diaphragm assumption.

Model	Mode (sec)	Mode (sec)	Mode (sec)
1	0.381	0.330	0.231	1.649	1.429
2	0.381	0.330	0.231	1.649	1.429
3	0.381	0.339	0.238	1.601	1.424
4	0.381	0.339	0.234	1.628	1.449
5	0.381	0.342	0.230	1.656	1.487
6	0.381	0.346	0.226	1.685	1.531
7	0.381	0.354	0.221	1.723	1.602
8	0.381	0.376	0.209	1.823	1.799