By Jeffrey A. Gatscher
Earthquake security of establishing gear and platforms provides a framework for utilizing the newest earthquake engineering study to the nonstructural components of person development tasks, targeting mechanical and electric structures. The seismic functionality of those structures and their elements is important that allows you to reduce harm and life-threatening hazards linked to seismic occasions whereas additionally keeping capital funding. And simply because the seismic engineering of constructions is moving from prescriptive-based criteria to performance-based ways, an identical is occurring for development apparatus and platforms. For practising engineers, a spot has opened among what's required and what's to be had to fulfill these specifications. during this ebook, Gatscher, McGavin, and Caldwell bridge that hole. They prescribe a structures engineering method of nonstructural layout and current a number of case reviews to illustrate this technique. they supply an in depth survey of other equipment for qualifying gear and structures, together with research, dynamic trying out, earthquake adventure information, and comparative evaluate utilizing mixed equipment. in addition they deal with problems with implementation, together with qualification possession, part life-cycle, and verification instruments. This publication is a must have for any engineer designing or specifying nonstructural platforms and their parts for a construction in a space with seismic dangers. it is going to even be a helpful reference for architects, building managers, and construction code officers.
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Extra info for Earthquake Protection of Building Equipment and Their Systems: Bridging the Implementation Gap
This is especially true for nonstructural systems. In addition, the systems framework introduced here can be viewed as a necessary foundation schema that could support performance-based seismic design principles (further discussed in Chapter 10). Code provisions are likely years away from adopting a truly comprehensive, performance-based approach that includes building equipment and their systems. Any such implementation would require employing a systems framework with attributes similar to the framework outlined here.
1B1-10. The school district cut a hole in the soffit for viewing by the reconnaissance team. There was one location on the west side of this pod where the soffit was separating. 5 cm (1 in). It is possible that the soffit had settled prior to the earthquake. Introduction to Demand Allocation Figure 1B1-4. The hose bib in the lower left of the photograph was also sheared off when the soffit failed. Figure 1B1-5. The westernmost classroom pod soffit on the east and west sides of this classroom pod had some separation of the soffit, but there was no full collapse of any of the soffits on this classroom pod or the remaining classroom pods.
Following the 1971 San Fernando earthquake, legislators and code writers recognized the need for increasing design requirements for new and remodeled healthcare facilities. The Uniform Building Code (UBC, the applicable model code in California at the time) began to address earthquake design in greater detail with each 3-year code cycle. By the 1976 code, there was a provision that called for acute-care facilities to remain functional following earthquakes. Unfortunately, there was no clear linkage between code requirements and the implementation means and methods needed for achieving the function provision defined in the code.