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MODEL DESIGN AND MANUFACTURE
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1st 2nd 3rd 2nd 3rd 1st 2nd 3rd 4th 3rd 1st 2nd 4th 3rd 2nd 5th 4th 3rd address given ambient vibration tests Analysis beams Beijing Bracing Detail C.S. Lee Comparison of Model concrete slabs damping ratios Design Code different bracing systems dynamic characteristics dynamic tests EU/EU Experimental Results five-story steel frame flange Floor 1st Mode floor plate forced vibration tests foundation plate Function from Ambient Ground Motion Hwang Impact Test inches K.C. Chang Live Wall located material properties Mode 1st 2nd Mode 2nd Mode Mode Shape Comparison Model and Prototype model structure NCEER NTIS see address Prototype Mode Shape prototype structure Prototype with floor Prototype without floor Reinforced Concrete report is available Residual Stress Response Roof 5th 4th Seismic seismic hazard shown in Figure shown in Table soil soil-structure interaction steel structure strain gauge three natural frequencies Transfer Function University at Buffalo weight welded X-X direction Y-Y direction