组合钢板剪力墙的抗震性能研究进展
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摘要
组合钢板剪力墙是由钢板和混凝土板组成的新型抗侧力构件。本文介绍了组合墙的各种形式。总体上将组合墙分为单层钢板组合墙和双层钢板组合墙。前者可分为现浇混凝土组合墙和预制板组合墙,后者有Bi-Steel(双钢板)组合墙和双层压型钢板组合墙两种形式。本文对每种形式组合墙的抗震性能作了仔细讨论,重点回顾了预制板组合墙的改进措施,包括混凝土板边设缝、预制板设大孔径螺栓孔、采用低屈服点钢材、钢板开圆孔以及去除钢板与竖向边缘构件的连接,形成两边连接组合墙。还讨论了两边连接组合墙的改进方法,包括设置面外支撑、钢板开竖缝、大宽厚比开缝钢板和大高宽比Ⅰ型钢板。最后总结了组合墙的发展趋势。
Various forms of composite steel plate shear wall (CSPW),which is in general a new-type lateral bracing member composed of steel plate and concrete panel,were reviewed. CSPW was categorized into two entries:CPSW with single steel plate and CPSW with double steel plates. Each one was further classified as two sub-entries:cast-in-place CPSW and precast CPSW for the former as well as Bi-Steel CSPW and profiled double skin CSPW for the latter. Seismic performance of each form was discussed in detail. Emphasis was put on effects of essential measures to improve the performance of precast CSPW,including gap between reinforced concrete (RC) panel and boundary members,large-sized bolt hole in RC panel,use of low yield point steel and large round holes in steel plate as well as omission of the connection between steel plate and vertical boundary members,by which two-sided CPSW was named. Further innovated improvements for the two-sided CSPW were also covered,i.e. out-of-plane bracing for the precast RC panels,vertical slits in steel plate,and large height-to-width ratio of CSPW with Ⅰ-shaped steel plate as well. Trend in the development of CSPW was summarized.
Various forms of composite steel plate shear wall (CSPW),which is in general a new-type lateral bracing member composed of steel plate and concrete panel,were reviewed. CSPW was categorized into two entries:CPSW with single steel plate and CPSW with double steel plates. Each one was further classified as two sub-entries:cast-in-place CPSW and precast CPSW for the former as well as Bi-Steel CSPW and profiled double skin CSPW for the latter. Seismic performance of each form was discussed in detail. Emphasis was put on effects of essential measures to improve the performance of precast CSPW,including gap between reinforced concrete (RC) panel and boundary members,large-sized bolt hole in RC panel,use of low yield point steel and large round holes in steel plate as well as omission of the connection between steel plate and vertical boundary members,by which two-sided CPSW was named. Further innovated improvements for the two-sided CSPW were also covered,i.e. out-of-plane bracing for the precast RC panels,vertical slits in steel plate,and large height-to-width ratio of CSPW with Ⅰ-shaped steel plate as well. Trend in the development of CSPW was summarized.
引文
[1]Astaneh-Asl A.Seismic behavior and design of composite steel plate shear walls[R].Steel TIPS Report,Structural Steel Educational Council,Moraga,California,2002.
[2]郭彦林,董全利.钢板剪力墙的发展与研究现状[J].钢结构,2005,20(77):1-6.
[3]郭家耀,郭伟邦,等.中国国际贸易中心三期主塔楼结构设计[C].第四届海峡两岸及香港钢结构技术交流会论文集,上海,2006:188-195.
[4]Zhao Q,Astaneh-Asl A.Cyclic behavior of traditional and an innovative composite shear wall[J].Journal of Structural Engineering,2004,130(2):271-284.
[5]孙建超,徐培福,肖从真,孙慧中,王翠坤.钢板-混凝土组合剪力墙受剪性能试验研究[J].建筑结构,2008,38(6):1-5,10.
[6]李国强,张晓光,沈祖炎.钢板外包混凝土剪力墙板抗剪滞回性能试验研究[J].工业建筑,1995,25:32-35.
[7]张晓光.钢板外包混凝土剪力墙板抗剪滞回性能研究[D].上海:同济大学,1994.
[8]孙飞飞,刘桂然.钢板开圆孔的组合钢板墙结构地震反应分析与试验验证[J].建筑结构学报,2009,30(5):82-88.
[9]孙飞飞,戴成华,高辉,李国强.四边连接组合钢板剪力墙简化模型[J].同济大学学报(自然科学版),2009,37(7):852-856.
[10]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[J].建筑钢结构进展,2007,9(5):19-25.
[11]Y.L.Guo,Q.L.Dong.Static behavior of buckling-restrained steel plate shear walls[C].Tall Buildings From Engineering to Sustainability.ED:Y.K.Cheung,K.W.Chau,World Scientific,Hong Kong,2005:666-670.
[12]郭彦林,董全利,周明.防屈曲钢板剪力墙滞回性能的理论与试验研究[J].建筑结构学报,2009,30(1):31-39,47.
[13]郭彦林,董全利,周明.防屈曲钢板剪力墙弹性性能及混凝土盖板约束刚度研究[J].建筑结构学报,2009,30(1):40-47.
[14]郭彦林,周明,董全利.防屈曲钢板剪力墙弹塑性抗剪极限承载力与滞回性能研究[J].工程力学,2009,26(2):108-114.
[15]马欣伯,张素梅,郭兰慧,管娜.两边连接钢板混凝土组合剪力墙简化分析模型[J].西安建筑科技大学学报(自然科学版),2009,41(3):352-357.
[16]管娜.两边连接钢板混凝土组合剪力墙试验研究与理论分析,硕士学位论文[D].哈尔滨:哈尔滨工业大学,2008.
[17]张素梅,吴志坚,马欣伯.预制混凝土板对组合剪力墙抗剪静力性能的影响[J].建筑科学与工程学报,2008,25(1):18-22.
[18]孙飞飞,高辉,李国强.两边组合钢板墙试验研究[C].第四届海峡两岸及香港钢结构技术交流会论文集,上海,2006:281-291.
[19]T.Hitaka,C.Matsui.Strength and behavior of steel-concrete composite bearing wall[C].Proceedings of6th ASCCS conference,Los Angeles,USA,2000:777-784.
[20]孙飞飞,戴成华,李国强.大宽厚比开缝组合钢板墙低周反复荷载试验研究[J].建筑结构学报,2009,30(5):72-81.
[21]陆烨,李国强,孙飞飞.大高宽比屈曲约束组合钢板剪力墙的试验研究[J].建筑钢结构进展,2009,11(2):18-27.
[22]Clubley S K,Xiao R Y,Moy S S J.Shear strength of steel-concrete-steel composite panels partⅠ-testing and numerical modeling[J].Journal of Constructional Steel Research,2003,59:781-794.
[23]Hossain K.M.A.,Wright H.D..Experi mental and theoretical behaviour of composite walling under in-plane shear[J].Journal of Constructional Steel Research,2004,60:59-83.
[24]Hossain K.M.A.,Wright H.D..Behaviour of composite walls under monotonic and cyclic shear loading[J].Structural Engineering and Mechanics,2004,17(1):69-85.
[25]Hossain K.M.A.,Wright H.D..Flexural and shear behaviour of profiled double skin composite elements[J].Steel and Composite Structures,2004,4(2):113-132.
[2]郭彦林,董全利.钢板剪力墙的发展与研究现状[J].钢结构,2005,20(77):1-6.
[3]郭家耀,郭伟邦,等.中国国际贸易中心三期主塔楼结构设计[C].第四届海峡两岸及香港钢结构技术交流会论文集,上海,2006:188-195.
[4]Zhao Q,Astaneh-Asl A.Cyclic behavior of traditional and an innovative composite shear wall[J].Journal of Structural Engineering,2004,130(2):271-284.
[5]孙建超,徐培福,肖从真,孙慧中,王翠坤.钢板-混凝土组合剪力墙受剪性能试验研究[J].建筑结构,2008,38(6):1-5,10.
[6]李国强,张晓光,沈祖炎.钢板外包混凝土剪力墙板抗剪滞回性能试验研究[J].工业建筑,1995,25:32-35.
[7]张晓光.钢板外包混凝土剪力墙板抗剪滞回性能研究[D].上海:同济大学,1994.
[8]孙飞飞,刘桂然.钢板开圆孔的组合钢板墙结构地震反应分析与试验验证[J].建筑结构学报,2009,30(5):82-88.
[9]孙飞飞,戴成华,高辉,李国强.四边连接组合钢板剪力墙简化模型[J].同济大学学报(自然科学版),2009,37(7):852-856.
[10]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[J].建筑钢结构进展,2007,9(5):19-25.
[11]Y.L.Guo,Q.L.Dong.Static behavior of buckling-restrained steel plate shear walls[C].Tall Buildings From Engineering to Sustainability.ED:Y.K.Cheung,K.W.Chau,World Scientific,Hong Kong,2005:666-670.
[12]郭彦林,董全利,周明.防屈曲钢板剪力墙滞回性能的理论与试验研究[J].建筑结构学报,2009,30(1):31-39,47.
[13]郭彦林,董全利,周明.防屈曲钢板剪力墙弹性性能及混凝土盖板约束刚度研究[J].建筑结构学报,2009,30(1):40-47.
[14]郭彦林,周明,董全利.防屈曲钢板剪力墙弹塑性抗剪极限承载力与滞回性能研究[J].工程力学,2009,26(2):108-114.
[15]马欣伯,张素梅,郭兰慧,管娜.两边连接钢板混凝土组合剪力墙简化分析模型[J].西安建筑科技大学学报(自然科学版),2009,41(3):352-357.
[16]管娜.两边连接钢板混凝土组合剪力墙试验研究与理论分析,硕士学位论文[D].哈尔滨:哈尔滨工业大学,2008.
[17]张素梅,吴志坚,马欣伯.预制混凝土板对组合剪力墙抗剪静力性能的影响[J].建筑科学与工程学报,2008,25(1):18-22.
[18]孙飞飞,高辉,李国强.两边组合钢板墙试验研究[C].第四届海峡两岸及香港钢结构技术交流会论文集,上海,2006:281-291.
[19]T.Hitaka,C.Matsui.Strength and behavior of steel-concrete composite bearing wall[C].Proceedings of6th ASCCS conference,Los Angeles,USA,2000:777-784.
[20]孙飞飞,戴成华,李国强.大宽厚比开缝组合钢板墙低周反复荷载试验研究[J].建筑结构学报,2009,30(5):72-81.
[21]陆烨,李国强,孙飞飞.大高宽比屈曲约束组合钢板剪力墙的试验研究[J].建筑钢结构进展,2009,11(2):18-27.
[22]Clubley S K,Xiao R Y,Moy S S J.Shear strength of steel-concrete-steel composite panels partⅠ-testing and numerical modeling[J].Journal of Constructional Steel Research,2003,59:781-794.
[23]Hossain K.M.A.,Wright H.D..Experi mental and theoretical behaviour of composite walling under in-plane shear[J].Journal of Constructional Steel Research,2004,60:59-83.
[24]Hossain K.M.A.,Wright H.D..Behaviour of composite walls under monotonic and cyclic shear loading[J].Structural Engineering and Mechanics,2004,17(1):69-85.
[25]Hossain K.M.A.,Wright H.D..Flexural and shear behaviour of profiled double skin composite elements[J].Steel and Composite Structures,2004,4(2):113-132.
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