In this study 」 the SRB ・ DUP ( Steel Reinfbrced Brick based on Distributed Unbond Prestress山eory )builI − up beam by ana 且 ogy with Itacolumite micmstructure is proposed . The structural desi 即 fb皿 ula f { }r bending momcnt on 竃 he damage limit statc and thc initial fiexural rigidity of thc bui 肚 ・ up beam by proposed construction method is verified in the cxpcriment , As a result , it is fbund that the bending mom ¢ nt when the plastic deformation is occurred in the beam is targer than the bending rnoment MAs on the damage limit s1aIe , And i 重js 丘旧 nd that the initia 田 exural rigidity analyzed is olosed to an experimental value .
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