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Simulation and analysis of point-source surface wave fields
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作者 Chengyu Sun Xingyao Yin Yunfei Xiao 《Earthquake Science》 CSCD 2011年第5期419-426,共8页
The complexity of near surface intensifies the diversity of seismic wave fields,which makes study on near surface wavefields important in many aspects.The strong absorption of low velocity layer can affect the resolut... The complexity of near surface intensifies the diversity of seismic wave fields,which makes study on near surface wavefields important in many aspects.The strong absorption of low velocity layer can affect the resolution of seismic data,and free boundary can cause surface wave.Considering the above problems, we focus on the Rayleigh wavefields simulation using finite-difference wave equation of higher-order staggered grids and PML boundary conditions.Free boundary,buried source and overlying low velocity layer are taken into consideration and point explosion source is adopted.Through some numerical simulation with different parameters,we quantitatively analyze relationship between wave intensity and source depth,as well as the energy variation with propagation and obtain some practical knowledge and conclusions. 展开更多
关键词 near surface point source free boundary Rayleigh wave wave field simulation
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Study on Strengthening of RC Slabs with Different Innovative Techniques
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作者 Tarek Ali Sameh Yehia 《Open Journal of Civil Engineering》 2016年第4期516-525,共10页
This paper presents a focused study on using different methods to enhance the ultimate capacity of flexural behavior in RC slabs. Four RC specimens were casted with common compressive strength and reinforced with stee... This paper presents a focused study on using different methods to enhance the ultimate capacity of flexural behavior in RC slabs. Four RC specimens were casted with common compressive strength and reinforced with steel mesh. Specimens were strengthened with different methods such as usage of GFRP sheets, carbon fibers laminate strips and near surface mounted steel rebars. All specimens were subjected to two-point loading setup. Load was increased from zero to failure load. First crack was recorded and crack pattern was observed. The behavior of strengthened specimens was compared to that of the control specimen to judge the efficiency of the used techniques. Test results showed that the used techniques were effective in enhancing the behavior of the strengthened slabs by noteworthy values. 展开更多
关键词 Slab Strengthening GFRP Sheets Carbon Fiber Laminate Strips near surface Mounted Rebars
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