UC知道翻译 把下面的翻译为英文
来源：百度知道 编辑：UC知道 时间：2024/09/20 07:16:49
本场地地震基本烈度为8度，设计基本地震加速度为0.3g，设计地震分组为第一组，建筑场地类别为Ⅱ类，设计特征周期为0.35s。建筑抗震设防类别为丙类。设计包括楼盖、楼梯、结构、基础等部分。主体结构为双向承重框架，横向框架等跨。在进行构件截面估算和计算重力荷载代表值后，进行水平地震作用下结构的侧移验算，接着选取了一榀横向框架进行计算。计算内容包括：框架梁柱线刚度计算；恒载、活载、地震作用下梁端、柱端弯矩、剪力的计算；框架内力组合；框架梁柱配筋计算；基础选取及配筋计算。框架受力钢筋主要框架梁采用Ⅱ级钢筋，框架柱采用Ⅲ级钢筋，箍筋主要采用Ⅰ级钢筋；基础采用钢筋混凝土桩，桩采用预制方桩。整个方案设计使用了能量法、D值法、底部剪力法、分层法等设计方法。在进行截面设计时，考虑了框架延性设计要求，做了强柱弱梁、强剪弱弯、强节点强锚固的调整。最后绘制了屋盖结构平面布置与次梁配筋图、框架模板及配筋详图、基础平面布置与基础详图。
To be a District of Sanya City in the construction of a six-storey office building, the main structure using reinforced concrete frame structure, based on a pile - form the basis for Taiwan, the building area of approximately 4712 m2, building height of 25.2 m, the project has a total Plane Selected by the construction unit, urban planning and management of the department's approval.
The venue for the intensity of the earthquake was 8 degrees, the basic design of earthquake acceleration for 0.3 g, seismic design division for the first group, building venues for the type of class Ⅱ, design features cycle for 0.35 s. Building seismic fortification for the Group C category. Design, including floor, staircases, structure, part of the foundation. The main load-bearing structure for the two-way framework, such as cross-lateral framework. Components section in terms of gravity load estimates and representatives of value, a level of seismic structure under the sway checked and the