CAJ | 학술논문

本文根据具体工程，对高层建筑剪力墙进行了计算分析，分别介绍了剪力墙计算模型、软件计算参数选取（包括地震信息输入、高层建筑振型计算个数、周期折减系数、结构阻尼比）、设计信息（包括梁刚度放大系数、连梁刚度折减系数、梁扭矩折减系数），对周期和周期比计算、位移计算、侧移刚度计算、剪重比计算、刚重比计算结果进行了分析。
본문근거구체공정，대고층건축전력장진행료계산분석，분별개소료전력장계산모형、연건계산삼수선취（포괄지진신식수입、고층건축진형계산개수、주기절감계수、결구조니비）、설계신식（포괄량강도방대계수、련량강도절감계수、량뉴구절감계수），대주기화주기비계산、위이계산、측이강도계산、전중비계산、강중비계산결과진행료분석。
Depending on the project, this paper calculated and analyzed the high-rise building shear wall, introduced shear wall calculation model and the software calculation parameter selection, including the seismic information input(the number of high-rise building vibration mode calculation, cycle reduction factor, the structure damping ratio) and the design information (the beam stiffness amplification factor, coupling beam stiffness reduction factor, beam torque reduction factor), and analyzed the calculated results of the cycle and cycle comparison calculation, displacement calculation, lateral stiffness calculation, shear weight ratio calculation, rigidity-to-gravity ratio calculation.