合肥工业大学学报(自然科学版)
閤肥工業大學學報(自然科學版)
합비공업대학학보(자연과학판)
JOURNAL OF HEFEI UNIVERSITY OF TECHNOLOGY(NATURAL SCIENCE)
2015年
1期
79-84
,共6页
吴忠铁%杜永峰%李慧
吳忠鐵%杜永峰%李慧
오충철%두영봉%리혜
串联隔震体系%水平刚度%简化方程%轴压比%高宽比%有限元分析
串聯隔震體繫%水平剛度%簡化方程%軸壓比%高寬比%有限元分析
천련격진체계%수평강도%간화방정%축압비%고관비%유한원분석
serial isolation system%horizontal stiffness%simplified calculation formula%axial compres-sion ratio%aspect ratio%finite element analysis
为了研究RC柱对串联隔震体系水平刚度的影响,文章以串联隔震体系及其构件的水平刚度方程为基础,基于假定提出了串联隔震体系刚度的简化方程;以橡胶支座基本设计荷载和常用参数为依据,主要分析了RC柱的轴压比和高宽比对构件自身及整体水平刚度的影响;并与三组串联隔震体系的有限元分析数据进行对比,结果表明了公式的正确性和适用性。
為瞭研究RC柱對串聯隔震體繫水平剛度的影響,文章以串聯隔震體繫及其構件的水平剛度方程為基礎,基于假定提齣瞭串聯隔震體繫剛度的簡化方程;以橡膠支座基本設計荷載和常用參數為依據,主要分析瞭RC柱的軸壓比和高寬比對構件自身及整體水平剛度的影響;併與三組串聯隔震體繫的有限元分析數據進行對比,結果錶明瞭公式的正確性和適用性。
위료연구RC주대천련격진체계수평강도적영향,문장이천련격진체계급기구건적수평강도방정위기출,기우가정제출료천련격진체계강도적간화방정;이상효지좌기본설계하재화상용삼수위의거,주요분석료RC주적축압비화고관비대구건자신급정체수평강도적영향;병여삼조천련격진체계적유한원분석수거진행대비,결과표명료공식적정학성화괄용성。
In order to study the effect of reinforced concrete(RC) column on the horizontal stiffness of serial isolation system ,and on the basis of the serial isolation system and the calculation formula of horizontal stiffness of laminated rubber bearing and column ,the simplified calculation formula of the stiffness of serial isolation system is proposed based on the assumptions .According to the basic design loads and the common parameters of the laminated rubber bearing ,the effect of axial compression ra‐tio and aspect ratio of RC column on the components and the serial isolation system is studied respec‐tively and compared with the data of three groups of finite element models .The results show that the calculation formula is correct and applicable .