CAJ | 학술논문

采用 SAP2000软件建立了濠景大厦二次旋转工程中的托换结构模型，通过8种工况的计算分析，探讨了移动过程中水平动力作用位置、杆件截面尺寸、移动支座摩擦系数对水平托换结构杆件内力的影响规律。结果表明：水平加载点位置对托换结构和旋转中心受力有显著影响；濠景大厦移位工程加载方式四较优；托换结构杆件高宽比取1．0左右较为适当；大部分杆件内力随移动支座摩擦系数减小近似线性减小，但分荷装置存在时，部分杆件内力随摩擦系数减小而增大。
채용 SAP2000연건건립료호경대하이차선전공정중적탁환결구모형，통과8충공황적계산분석，탐토료이동과정중수평동력작용위치、간건절면척촌、이동지좌마찰계수대수평탁환결구간건내력적영향규률。결과표명：수평가재점위치대탁환결구화선전중심수력유현저영향；호경대하이위공정가재방식사교우；탁환결구간건고관비취1．0좌우교위괄당；대부분간건내력수이동지좌마찰계수감소근사선성감소，단분하장치존재시，부분간건내력수마찰계수감소이증대。
By SAP2000 software,the underpinning structure model for Haojing Building is established here.Through the calculating of 8 cases,the influences are analyzed on the performance of underpinning structure by the loading points of horizontal moving force,the sizes of member sections and the friction coefficient between slide support and track surface. The results show that the location of horizontal loading point has significant influence on the internal force of underpinning structure and the pressure of rotation center.Loading Mode Four is the best mode for the shift engineering of Haojing Building.When the section height-width ratio of members is about 1 .0,the underpinning structure has better perfor-mance.The internal force of most members decreases almost linearly with the decrease of friction coefficient,but in the case of load distributing device,the internal force of some members increases with the decrease of friction coefficient.