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Immediate Occupancy Seismic Upgrade of an Operating High-Tech Manufacturing Facility

机译:经营高科技制造工厂立即占用地震升级

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A design example is presented to illustrate the creative solutions implemented to achieve Immediate Occupancy (IO) performance for a voluntary seismic rehabilitation of a high-tech manufacturing facility, which is required to remain fully operational during construction. The owner desired to design for Immediate Occupancy performance per ASCE 41 for several reasons including risks associated with the use of hazardous chemicals and the crippling cost of a production shutdown. In addition to the challenge of retrofitting an operational manufacturing facility, the myriad of building utilities located throughout and around the building made locating strengthening elements a major challenge, and led to unusual and unique design features. The facility is located in the Silicon Valley, less than two miles from the Hayward Fault. The building is split level, with a two-story portion that is 45,000 square feet in plan, and a one-story portion that is 91,000 square feet. The entire ground floor of the building is occupied by operating clean rooms. The original lateral system of the building consists of exterior tilt-up concrete panel shear walls and steel concentrically braced frames with wood-framed roofs. A seismic evaluation concluded that the building did not satisfy IO acceptance criteria. The rehab design required careful consideration of the owner’s objectives to upgrade the building while minimizing costs and providing continued operations. The upgrade utilizes exterior steel frame and concrete shear wall buttresses in conjunction with buckling restrained braces and link elements to improve seismic performance without interrupting operations. The new exterior buttresses limit the drift demands to the existing braced frames and gravity columns, while the buckling restrained brace elements provide ductility and limit demands to buttress foundations and collectors. Design and analysis of the building followed the ASCE 41 procedures for linear static, linear dynamic, and nonlinear static analysis procedures. The analysis confirmed that the external buttresses efficiently enhance the building performance to achieve the owner’s desired performance level while minimizing impacts to the operating clean room.
机译:提出了一个设计示例,说明了实现为实现高科技制造设施自愿地震康复的立即占用(IO)性能的创新解决方案,这在建造过程中需要保持完全运行。由于多种原因,所有原因包括与使用危险化学品的使用以及生产关闭的跨性成本,包括艾塞41立即占用41的立即占用性能。除了改造运营制造工厂的挑战外,大厦的无数大楼内部,建筑物周围地区的建筑物占据了加强元素的重大挑战,并导致了不寻常和独特的设计特征。该设施位于硅谷,距离海沃德断层不到两英里。该建筑是分裂级别的,有一个两层部分的计划,计划45,000平方英尺,是一个91,000平方英尺的一层部分。建筑物的整层楼层由操作洁净室占用。建筑物的原始横向系统包括外部倾斜混凝土板剪力墙和钢,具有木框架屋顶的同心支撑框架。地震评价得出结论,建筑物不满足IO验收标准。康复设计要求仔细考虑所有者的目标,以升级建筑物,同时最大限度地降低成本并提供持续的操作。该升级利用外部钢架和混凝土剪力墙支架,与屈曲束缚的括号和连杆元件一起,以改善地震性能而不中断操作。新的外部支架限制了对现有支撑框架和重力柱的漂移需求,而屈曲受限制的支撑元件为支撑基础和收集器提供了延展性和限制需求。建筑物的设计与分析,随后asce 41线性静态,线性动态和非线性静态分析程序的程序。该分析证实,外部支架有效增强了建筑物的性能,以实现所有者的所需性能水平,同时最大限度地减少对操作洁净室的影响。

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