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[提要] 通過(guò)組合墻片和構(gòu)造柱墻片的對(duì)比試驗(yàn)，分析研究了組合墻的承載能力和恢復(fù)力特性。試驗(yàn)結(jié)果表明，組合墻結(jié)構(gòu)的抗剪能力與構(gòu)造柱墻片相比有較大的提高，其抗彎性能也有很大的改善，并具有良好的整體性能和恢復(fù)力特性，能夠滿足結(jié)構(gòu)抗震的要求，同時(shí)，組合墻結(jié)構(gòu)的承重能力也得以大幅度提高，其軸壓比降低了50%，不失為一種在地震區(qū)發(fā)展中高層砌體房屋的較好結(jié)構(gòu)形式。
[關(guān)鍵詞] 組合墻 抗震性能 試驗(yàn)研究

The test of combined masonry walls has been carried out to investigate the bearing capacity and elasto-plastic perfonnance. lt is shown that the bearing capacity and flexible reinstate are excellent compared with masonry, because the combined masonry performed as an integrate component has an ability of flexible reinstate.lt means that the higher combined masonry buildings can be constructed with the new structure than the buildings existed.
Keywords: combined masonry;  earthquake-resistant performance;  experiment investigation