北京工业大学学报
北京工業大學學報
북경공업대학학보
JOURNAL OF BEIJING POLYTECHNIC UNIVERSITY
2014年
12期
1804-1809,1819
,共7页
张爱林%赵亮%刘学春%孙勇
張愛林%趙亮%劉學春%孫勇
장애림%조량%류학춘%손용
预应力支撑%钢框架%预拉力%抗侧刚度
預應力支撐%鋼框架%預拉力%抗側剛度
예응력지탱%강광가%예랍력%항측강도
prestress-brace%steel structure%initial tension%lateral stiffness
为了研究钢框架预应力支撑结构体系中拉索初始预拉力的取值方法,从理论上对钢框架预应力支撑结构体系进行分析,推导出预应力框架支撑结构体系拉索初始预拉力的取值公式,得到预应力拉索初始预拉力与结构层间位移角之间的关系。采用反弯点法,推导出预应力框架支撑结构体系的抗侧刚度计算公式,得到预应力框架支撑结构体系的抗侧刚度与构件的材料属性、截面属性、预应力拉索与水平面的倾角有关,与拉索的初始预拉力无关。基于推导出的预应力拉索初始预拉力和层间位移角的关系公式,提出一种预应力拉索初始预拉力的设计方法,通过算例验证了提出的预应力拉索初始预拉力设计方法的可行性,保证结构体系在设计的外荷载作用下,卸载索不退出工作,而增载索的安全储备提高了30%左右。
為瞭研究鋼框架預應力支撐結構體繫中拉索初始預拉力的取值方法,從理論上對鋼框架預應力支撐結構體繫進行分析,推導齣預應力框架支撐結構體繫拉索初始預拉力的取值公式,得到預應力拉索初始預拉力與結構層間位移角之間的關繫。採用反彎點法,推導齣預應力框架支撐結構體繫的抗側剛度計算公式,得到預應力框架支撐結構體繫的抗側剛度與構件的材料屬性、截麵屬性、預應力拉索與水平麵的傾角有關,與拉索的初始預拉力無關。基于推導齣的預應力拉索初始預拉力和層間位移角的關繫公式,提齣一種預應力拉索初始預拉力的設計方法,通過算例驗證瞭提齣的預應力拉索初始預拉力設計方法的可行性,保證結構體繫在設計的外荷載作用下,卸載索不退齣工作,而增載索的安全儲備提高瞭30%左右。
위료연구강광가예응력지탱결구체계중랍색초시예랍력적취치방법,종이론상대강광가예응력지탱결구체계진행분석,추도출예응력광가지탱결구체계랍색초시예랍력적취치공식,득도예응력랍색초시예랍력여결구층간위이각지간적관계。채용반만점법,추도출예응력광가지탱결구체계적항측강도계산공식,득도예응력광가지탱결구체계적항측강도여구건적재료속성、절면속성、예응력랍색여수평면적경각유관,여랍색적초시예랍력무관。기우추도출적예응력랍색초시예랍력화층간위이각적관계공식,제출일충예응력랍색초시예랍력적설계방법,통과산례험증료제출적예응력랍색초시예랍력설계방법적가행성,보증결구체계재설계적외하재작용하,사재색불퇴출공작,이증재색적안전저비제고료30%좌우。
To study the design method of initial tension of cables in prestress-braced steel frame structure system, this structure system was theoretically analyzed. Formula of initial tension of cables in prestress-braced steel frame structure system was derived, it was obtained the relation of initial tension of cables and story drift angle. Based on inflexion point method, it was derived that formula of lateral stiffness of prestress-braced steel frame structure, lateral stiffness of the structure is related to material properties, section properties and angles between cables and horizontal plane. Based on the formulas derived in this paper, a design method of initial tension of cables in prestress-braced steel frame structure was proposed. Practicability of this method is proved through an example, this method can make sure the tension of cables is more than zero under designed exterior loads, and emergency capacity of cables is improved by 30% .