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Seismic hazard assessment based on urban active faults can provide scientific bases for city planning and projectconstruction,while numerical simulation of strong ground motion is an important method for seismic hazard pre-diction and assessment.A 3-D physical model in conformity with real strata configuration of(mainly)the Quater-nary is a prerequisite to ensure the reliability of the simulation results.In this paper,we give a detailed account ofthe technical scheme and process for creating a 3-D physical model in Kunming basin.The data used are synthe-sized from seismogeological data,borehole data,topographic data,digital elevation mode(DEM)data,seismicexploration results and wave velocity measurements.Stratigraphic division is based mainly on shear wave velocity,with strata sequence taken into consideration.The model construction is finally accomplished with ArcGIS andmany relevant programming techniques via layer-by-layer stacking(in depth direction)of the adjacent mediuminterfaces(meshes).Meanwhile,a database of 3-D physical models is set up,which provides model data and pa-rameters for strong ground motion simulation.Some processing methods and significant issues are also addressedin the paper in accordance with different types of exploration and experimental data.
Seismic hazard assessment based on urban active faults can provide scientific bases for city planning and project construction, while numerical simulation of strong ground motion is an important method for seismic hazard pre-diction and assessment. A 3-D physical model in conformity with real strata configuration of (mainly) the Quater-nary is a prerequisite to ensure the reliability of the simulation results.In this paper, we give a detailed account of the technical scheme and process for creating a 3-D physical model in Kunming basin. The data used are synthe-sized from seismogeological data, borehole data, topographic data, digital elevation mode (DEM) data, seismicexploration results and wave velocity measurements. Stratigraphic division based mainly on shear wave velocity, with strata sequence taken into consideration. model construction is finally accomplished with ArcGIS andmany relevant programming techniques via layer-by-layer stacking (in depth direction) of the adjacent medium interfaces meshes, a database of 3-D physical models is set up, which provides model data and pa-rameters for strong ground motion simulation. Processing methods and significant issues are also addressed in the paper in accordance with different types of exploration and experimental data.