引文
[1]沈蒲生,孟焕陵.框筒结构梁柱截面基于剪力滞最小的合理高度[J].建筑科学与工程学报,2005,22(1):16-19.SHEN Pu-sheng,MENG Huan-ling.Reasonable Sec-tion Height of Beam and Column Based on the Mini-mum Shear Lag in Framed Tube Structures[J].Jour-nal of Architecture and Civil Engineering,2005,22(1):16-19.
[2]张建仁,王磊.既有钢筋混凝土桥梁构件承载力估算方法[J].中国公路学报,2006,19(2):49-55.ZHANG Jian-ren,WANG Lei.Estimated Approach toCarrying Capacity of Existing Reinforced ConcreteBridge Member[J].China Journal of Highway andTransport,2006,19(2):49-55.
[3]王锁军,王元清,吴杰,等.组合梁刚度对组合框架的抗震性能影响分析[J].建筑科学与工程学报,2006,23(1):39-44.WANG Suo-jun,WANG Yuan-qing,WU Jie,et al.A-nalysis of Composite Beam Rigidity Influencing Seis-mic Properties of Composite Frame[J].Journal of Ar-chitecture and Civil Engineering,2006,23(1):39-44.
[4]刘哲锋,沈蒲生,龚胡广.基于拟力法的框架结构静力弹塑性分析[J].建筑科学与工程学报,2006,23(3):32-36.LIU Zhe-feng,SHEN Pu-sheng,GONG Hu-guang.Static Elastic-plastic Analysis of Frame StructureBased on Force Analogy Method[J].Journal of Archi-tecture and Civil Engineering,2006,23(3):32-36.
[5]沈蒲生,刘杨.水平地震作用下框支剪力墙结构的变形研究[J].建筑科学与工程学报,2005,22(1):58-63.SHEN Pu-sheng,LIU Yang.Distortion Research ofShear Wall Structure Supported on Frame UnderEarthquake Actions[J].Journal of Architecture andCivil Engineering,2005,22(1):58-63.
[6]刘伯权,潘元.框架-抗震墙结构抗震墙抗弯刚度的优化研究[J].建筑科学与工程学报,2005,22(1):55-57.LIU Bo-quan,PAN Yuan.Study on Optimum BendingRigidity of Seismic Wall in Frame-shear Wall Struc-ture[J].Journal of Architecture and Civil Engineer-ing,2005,22(1):55-57.
[7]郑琪.钢筋混凝土梁墙节点抗震性能的初步研究[J].北京建筑工程学院学报,2001,17(增):48-51.ZHENG Qi.Primary Researches of the Joint of Rein-forced Concrete Wall and Beam[J].Journal of BeijingInstitute of Civil Engineering and Architecture,2001,17(S):48-51.
[8]杨华,钱稼茹,赵作周.钢筋混凝土梁-墙平面外连接节点试验[J].建筑结构学报,2005,26(4):19-26.YANG Hua,QIAN Jia-ru,ZHAO Zuo-zhou.Experi-mental Study of Reinforced Concrete Non-planarBeam-wall Connections[J].Journal of Building Struc-tures,2005,26(4):19-26.
[9]KWAN A K H,CHAN W T.Non-planar Beam WallJoints in Tall Building Structures[J].Proceedings ofthe Institution of Civil Engineering,Structures andBuildings,2000,140(2):73-83.
[10]JGJ 3—2002,高层建筑混凝土结构技术规程[S].JGJ 3—2002,Technical Specification for ConcreteStructures of Tall Building[S].
[11]孔丹丹,赵颖华,王萍,等.钢筋混凝土材料有限元分析中的等效模量方法[J].沈阳建筑大学学报:自然科学版,2005,21(3):200-203.KONG Dan-dan,ZHAO Ying-hua,WANG Ping,et al.Equivalent Moduli Method in the Finite ElementAnalysis of Reinforced Concrete Structures[J].Jour-nal of Shenyang Jianzhu University:Natural Science,2005,21(3):200-203.
[12]徐芝纶.弹性力学[M].北京:高等教育出版社,1990.XU Zhi-lun.Mechanics of Elasticity[M].Beijing:Higher Education Press,1990.
[13]DAVID A P.Slab Effective Width for EquivalentFrame Analysis[J].ACI Journal Proceedings,1975,72(3):135-137.
[14]GB 50010—2002,混凝土结构设计规范[S].GB 50010—2002,Code for Design of Concrete Struc-tures[S].