mentor 发表于 2025-3-21 16:24:00
书目名称Seismic Ground Motion in Large Urban Areas影响因子(影响力)<br> http://impactfactor.cn/if/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas影响因子(影响力)学科排名<br> http://impactfactor.cn/ifr/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas网络公开度<br> http://impactfactor.cn/at/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas网络公开度学科排名<br> http://impactfactor.cn/atr/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas被引频次<br> http://impactfactor.cn/tc/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas被引频次学科排名<br> http://impactfactor.cn/tcr/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas年度引用<br> http://impactfactor.cn/ii/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas年度引用学科排名<br> http://impactfactor.cn/iir/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas读者反馈<br> http://impactfactor.cn/5y/?ISSN=BK0863882<br><br> <br><br>书目名称Seismic Ground Motion in Large Urban Areas读者反馈学科排名<br> http://impactfactor.cn/5yr/?ISSN=BK0863882<br><br> <br><br>步兵 发表于 2025-3-21 20:38:16
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Seismic Ground Motion in Napoli for the 1980 Irpinia Earthquake,aged buildings. Moreover, following the intensity-PGA correlations found for the Italian territory, the predicted peak ground accelerations, 0.04–0.10 g correspond to the intensity range VII–VIII on the MCS scale, in agreement with the observed data.cocoon 发表于 2025-3-22 21:44:57
Seismic Characterization of Neapolitan Soils,s, and have the additional advantage of being less scattered, and thus more representative of average properties than bore-hole measurements. The results of surface measurements should be preferred in the computation of realistic seismograms and are particularly suitable in urban areas, as they are not destructive and need just one receiver.Expostulate 发表于 2025-3-23 04:14:52
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Expert Assessment of the Displacements Provoked by Seismic Events: Case Study for the Sofia MetropoE’91 techniques for 50 years of exposure time is mapped. The maps of eigensolution results for 30 m, 50 m depths to the rock are illustrated. These issues are important for definition of design parameters for evaluation of seismic safety of underground infrastructure, as well as for tall structures.