DEVELOPMENT OF STEEL BEAMS - PRESTRESSED PCa COLUMN JOINT

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  • 遠心成形中空ＰＣａＰＲＣ柱‐Ｓ梁接合部の開発
  • 遠心成形中空PCaPRC柱-S梁接合部の開発
  • エンシン セイケイ チュウクウ PCaPRC チュウ S リョウセツゴウブ ノ カイハツ

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Abstract

This paper presents the results of the experimental study on the seismic performance of Reinforced Concrete Column-Steel Beam frame systems with centrifugally molded PCa Columns, which are made using the production line of PRC piles. At first, two basic tests, the tensile test of Non-Diaphragm-pipes and the compression test of the joint filling mortar between the PRC Column and steel pipe, were carried out. Afterward, two interior beam-column joints were tested under reversed cyclic loads while subjected to constant axial compression. Finally, a procedure to evaluate the seismic capacity of steel beam- PCa column joints is presented.

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