The IEEE 693: Recommended Practice for Seismic Design of Substations. is a Institute of Electrical and Electronics Engineers standard. This standard is recognized also by American National Standards Institute, and is used mainly in the American Continent. The goal of the standard is to provide a single set of rules and regulations that cover the seismic design of both new and existing electrical substations, hence leading to standardization. The standard provides the minimum requirements that the design of an electrical substation (except nuclear power plants) must adhere to. The norm includes the design of circuit breakers, transformers, disconnect and grounding switches, instrument transformers, circuit switches, surge arresters, and other equipment.
Contents The norm contains the 8 chapters named below:
Overview Normative references Definitions, acronyms, and abbreviations Instructions General Specifying this recommended practice in user's specification Standardization of criteria Selection of qualification level Witnessing of shake-table testing Optional qualification methods Qualifying equipment by group Inherently acceptable equipment Shake-table facilities Equipment too large to be tested in its in-service configuration Report templates Installation considerations General Equipment assembly Site response characteristics Soil-structure interaction Support structures Base isolation Suspended equipment Anchorage Conductor induced loading Interconnections with adjacent equipment Observed component displacements Decoupling equipment through flexible bus-work Conductor installation Short-circuit loads Wind and ice loads Qualification methods: an overview General Analysis methods Static analysis Static coefficient analysis Response spectrum dynamic analysis Time history dynamic analysis Testing methods Special test cases Qualification method for specific equipment Functionality of equipment Qualification by seismic experience data Response spectra Damping Design considerations Structural supports, excluding foundations Foundation analysis Station service Emergency power systems Telecommunication equipment Seismic performance criteria for electrical substation equipment Introduction Objective Seismic qualification levels High seismic level Moderate seismic level Low seismic level Projected performance Performance levels High Moderate Low Seismic qualification High and moderate seismic qualification levels Low seismic qualification level Selecting the seismic level for seismic qualification The norm specifies 3 seismic qualification levels (high, medium, low). The Zero Period Acceleration (ZPA) (a.k.a. Peak Ground Acceleration) for the high and the medium qualifications levels are set to be 0.5g and 0.25 respectively (no calculation is required for equipment with "low" qualification), where g stands for acceleration due to gravity. The Peak Acceleration (i.e. the peak of the Response Spectrum) at 2% damping is lower than 1.65g and 0.85g for high and medium qualification respectively, with the cutoff frequency defined as 33Hz. The qualification is allowed through one of the following:
Shake Table Testing Calculations Static Response Spectrum Time History Experience (with justification) The norm suggests that most equipment in the same area be given the same qualification level (for interchangeability and redundancy).
Levels The norm suggests two levels for qualification:
Performance Level: Typically used for shake table tests Design Level: Half the values of performance level, typically used for calculations The Peak Ground Acceleration (PGA) suggested for Horizontal Design level (vertical is 80% of horizontal) are:
High Design Level: 0.5g Moderate Design Level: 0.25g Low Design Level: 0.1g
Useful information The definition of rigidity is 33Hz and above. Triaxial combination is to be used for Response Spectrum analysis The Required Response Spectra (RRS) is for free field (ground) conditions and does not include the influence of the dynamic characteristics of the building. To account for the building response (for qualification of equipment mounted within the building), two options are provided A 2% damped response spectrum that represents the position-specific response within the building to the unreduced (elastic) design spectrum as determined according to the building code shall be provided. Multiplying the RRS by a factor of 2.5 for the purpose of equipment qualification.
History The first version of the standard was released in 1997, with a revised version released in 2005 and later in 2018.
Annex There are a total of 22 annexes in the standard, 19 of which are normative, and the other 3 are informative.
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