預(yù)制夾芯保溫L形剪力墻低周反復(fù)加載試驗
宋歌1，王勇2
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（1 上海理工大學(xué)環(huán)境與建筑學(xué)院， 上海 200093； 2 上海理工大學(xué)藝術(shù)設(shè)計系， 上海 200093）
［摘要］為研究預(yù)制夾芯保溫L形剪力墻在低周反復(fù)荷載作用下的受力性能、破壞特點和抗震性能，對4個夾芯保溫L形剪力墻試件（3個為全預(yù)制試件，1個為現(xiàn)澆對比試件）進(jìn)行擬靜力試驗，研究各個試件的破壞形態(tài)、承載能力、滯回曲線、骨架曲線、剛度退化及耗能能力。試驗結(jié)果表明：軸壓比對預(yù)制夾芯保溫L形剪力墻抗震性能的影響明顯；預(yù)制夾芯保溫L形剪力墻具有良好的抗震性能，可代替現(xiàn)澆夾芯保溫剪力墻用于實際工程中。［關(guān)鍵詞］預(yù)制夾芯保溫剪力墻; L形截面; 低周反復(fù)荷載; 抗震性能中圖分類號：TU375 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2016)10-0020-04
Low frequency cyclic loading tests of L-shaped precast sandwich insulation shear wallSong Ge1, Wang Yong2(1 School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China; 2 Department of Art and Design, University of Shanghai for Science and Technology, Shanghai 200093, China)Abstract: To study the mechanical behavior, failure feature and seismic behavior of L-shaped precast sandwich insulation shear wall, pseudo-static tests on four L-shaped precast sandwich insulation shear wall specimens (including three wholly precast specimens and one cast-in-situ specimen for comparison) were conducted to study the failure mode, bearing capacity, hysteretic curve, skeleton curve, stiffness degradation and energy dissipation capacity of specimens. The results show that: the influence of the axial compressive ratio on the seismic behavior of the L-shaped precast sandwich insulation shear wall is obvious; L-shaped precast sandwich insulation shear wall has good seismic behavior and it can be a good substitute for in-situ sandwich insulation shear wall used in practical engineering.Keywords: precast sandwich insulation shear wall; L-shaped section; low frequency cyclic loading; seismic behavior
作者簡介：宋歌，碩士研究生，Email：772891088@qq.com。
