Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections

Table 14

Maximum strain of bolts.

Specimens	LS-1	LS-2	LS-3	LS-4	LS-5	LS-6	LS-7	LS-8	LS-9
PDKB-1	2143	1766	4072	10321	2647	3243	7652	1764	1655
PDKB-2	1411	1937	1553	10068	3257	6311	6507	1705	1431
PDKB-3	2086	1273	2535	11343	4019	7517	4390	1609	1264