A Design Method of Digital Flexible Protection System Considering Multiple Nonlinearities
A flexible protection and system design technology, applied in design optimization/simulation, special data processing applications, geometric CAD, etc., to achieve the effect of improving accuracy
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Embodiment 1
[0052] Such as figure 1 As shown, the present embodiment provides a design method for a digital flexible protection system considering multiple nonlinearities, which includes the following steps:
[0053] Step a: Determine disaster parameters. Through digital scanning technology, reconstruct the digital spatial information model of the slope surface, establish a digital slope hazard model in combination with geological survey, and determine the model parameters, including the spatial location of the disaster source, spatial trajectory, impact kinetic energy and disaster-causing range, etc.;
[0054] Step b: Preliminary selection of system type and component specifications. Specifically, according to the disaster model parameters, protection requirements and relevant industry specification requirements, the impact kinetic energy of protection shall be clarified E k , the minimum protective height [ H ], allowable buffer distance [ D ], according to the design method of pa...
Embodiment 2
[0085] This embodiment provides a digital flexible protection system design method that considers multiple nonlinearities, and performs flexible protection design for a rockfall disaster point on a slope. The specific steps are as follows:
[0086] A certain highway is built along a river, and the slope has the risk of rockfall disasters. The lithology is mainly limestone, the structural plane is relatively well developed, and the rock mass is mainly in massive and layered structure. The spatial information model of the slope surface was obtained through digital scanning and digital reconstruction. Combined with geological survey, the vertical height of the disaster source was determined to be about 100m. The discrete element method of setting parallel keys between particles was used to equivalent rockfall. By consulting relevant information, the key parameters were set as follows: , , , . The slope surface is divided into bare rock area and vegetation area. The static ...
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