The present technical paper outlines the details of the controlled blasting techniques used to optimize blasting pattern for excavation of hard rock near the Bhira Earthen Dam in Maharashtra,India.In this connection,a...The present technical paper outlines the details of the controlled blasting techniques used to optimize blasting pattern for excavation of hard rock near the Bhira Earthen Dam in Maharashtra,India.In this connection,a series of experimental blasts were conducted by adjusting various blast design parameters at project site.The safe charge weight per delay was kept between 0.125 and 0.375 kg.The outcomes of these experimental blasts were analyzed to recommend optimized blasting patterns and methods for the overall excavation process during actual blasting operations.Blast design parameters,including the maximum quantity of explosive per delay,hole depth,burden and spacing between holes were optimized by using a site-specific attenuation equation,taking into account the proximity of the dam and tunnel from the blasting area.Peak particle velocity(PPV)level of 10 mm/s and 50 mm/s respectively were adopted as the safe vibration level for ensuring safety of the Bhira Earthen Dam and the nearby tunnel from the adverse effects of blast vibrations by analyzing the dominant frequency of ground vibrations observed and also by reviewing various international standards.Frequency of the ground vibrations observed on the dam and tunnel from majority of the blasts was found to be more than 10 Hz and 50 Hz respectively.During the entire period of blasting,the blast vibrations were recorded to be far lower than the safe vibration level set for these structures.Maximum Vibration level of about 0.8 mm/s and 35 mm/s were observed on dam and tunnel respectively which are far lower than the safe vibration level adopted for these structures.Hence,the entire excavation work was completed successfully and safely,without endangering the safety of dam or tunnel.展开更多
大跨桥梁多模态涡激振动控制受限于传统线性吸振器的窄频特性。非线性能量阱惯容器(nonlinear energy sink inerter,NESI)结合宽频吸振与质量放大效应,具备多模态控制潜力,但其性能易受自质量、装配误差等附加位移影响。针对桥梁风致多...大跨桥梁多模态涡激振动控制受限于传统线性吸振器的窄频特性。非线性能量阱惯容器(nonlinear energy sink inerter,NESI)结合宽频吸振与质量放大效应,具备多模态控制潜力,但其性能易受自质量、装配误差等附加位移影响。针对桥梁风致多模态涡激振动控制,提出基于NESI的控制方法。通过理论分析与数值模拟,研究了附加位移效应对NESI控制性能的影响。研究表明,附加位移导致NESI刚度与阻尼的有效参数范围偏移,引发1∶2次频率比共振,涡激振动抑制效率降低53.7%。此外,相较于阻尼比,NESI的控制性能对桥梁模态频率和初始激励幅值更为敏感。当存在附加位移时,NESI控制性能对频率比和激励幅值变化均表现出显著退化,尤其在频率比小于1区域内性能波动剧烈。进一步研究表明,适当提高质量比与惯质比虽可在一定程度上缓解附加位移带来的性能损失,但在频率比小于1的条件下仍难以实现稳定控制。展开更多
压电材料具有作动迅速、易于制备和能耗低等优点,使用压电材料对结构进行振动控制能够改善结构性能,研究发现,压电材料的分布能够显著影响控制效果,许多学者使用拓扑优化技术对压电材料或控制电压的布局进行优化。在压电智能结构拓扑优...压电材料具有作动迅速、易于制备和能耗低等优点,使用压电材料对结构进行振动控制能够改善结构性能,研究发现,压电材料的分布能够显著影响控制效果,许多学者使用拓扑优化技术对压电材料或控制电压的布局进行优化。在压电智能结构拓扑优化中,引入多种控制系数作为设计变量,能够获得更大设计空间,进一步提升控制效率。本文基于离散材料优化方法DMO(Discrete Material Optimization)研究了简谐激励作用下压电层控制系数最优分布问题。使用速度负反馈控制策略进行主动控制,选取能够有效衡量结构振动程度的动柔度作为目标函数,设计变量为每对压电传感器和压电致动器的速度负反馈控制系数,使用伴随变量法进行灵敏度分析,最后给出了两个数值算例来验证所提方法的正确性。展开更多
为研究颗粒阻尼器布置方案对多层结构减震性能的影响,制作了缩尺比为1/5的三层钢框架模型结构,进行了5条天然波下的地震模拟振动台试验,研究并联式单向单颗粒阻尼器(Parallel Single-dimensional Single Particle Damper,PSSPD)的减震...为研究颗粒阻尼器布置方案对多层结构减震性能的影响,制作了缩尺比为1/5的三层钢框架模型结构,进行了5条天然波下的地震模拟振动台试验,研究并联式单向单颗粒阻尼器(Parallel Single-dimensional Single Particle Damper,PSSPD)的减震控制效果。基于试验获得的模型自振频率、阻尼比等动力特性设计3种PSSPD布置方案,分析不同布置方案下模型结构的试验现象及位移和加速度响应。试验结果表明:PSSPD对结构响应峰值减震率可达到43.43%,均方根减震率可达到38.18%,其对多层结构具有良好的减震控制效果;PSSPD对结构均方根的平均减震效果要优于对峰值的平均减震效果;PSSPD布置方案对其减震效果影响显著,且其减震性能与本身参数、受控结构振动特性、地震动参数之间的耦合关系复杂。最后,建立PSSPD在任意布置方案下受控结构的力学模型,提出其数值分析流程。数值计算结果和试验结果在位移峰值及均方根方面具有良好的吻合度。展开更多
文摘The present technical paper outlines the details of the controlled blasting techniques used to optimize blasting pattern for excavation of hard rock near the Bhira Earthen Dam in Maharashtra,India.In this connection,a series of experimental blasts were conducted by adjusting various blast design parameters at project site.The safe charge weight per delay was kept between 0.125 and 0.375 kg.The outcomes of these experimental blasts were analyzed to recommend optimized blasting patterns and methods for the overall excavation process during actual blasting operations.Blast design parameters,including the maximum quantity of explosive per delay,hole depth,burden and spacing between holes were optimized by using a site-specific attenuation equation,taking into account the proximity of the dam and tunnel from the blasting area.Peak particle velocity(PPV)level of 10 mm/s and 50 mm/s respectively were adopted as the safe vibration level for ensuring safety of the Bhira Earthen Dam and the nearby tunnel from the adverse effects of blast vibrations by analyzing the dominant frequency of ground vibrations observed and also by reviewing various international standards.Frequency of the ground vibrations observed on the dam and tunnel from majority of the blasts was found to be more than 10 Hz and 50 Hz respectively.During the entire period of blasting,the blast vibrations were recorded to be far lower than the safe vibration level set for these structures.Maximum Vibration level of about 0.8 mm/s and 35 mm/s were observed on dam and tunnel respectively which are far lower than the safe vibration level adopted for these structures.Hence,the entire excavation work was completed successfully and safely,without endangering the safety of dam or tunnel.
文摘大跨桥梁多模态涡激振动控制受限于传统线性吸振器的窄频特性。非线性能量阱惯容器(nonlinear energy sink inerter,NESI)结合宽频吸振与质量放大效应,具备多模态控制潜力,但其性能易受自质量、装配误差等附加位移影响。针对桥梁风致多模态涡激振动控制,提出基于NESI的控制方法。通过理论分析与数值模拟,研究了附加位移效应对NESI控制性能的影响。研究表明,附加位移导致NESI刚度与阻尼的有效参数范围偏移,引发1∶2次频率比共振,涡激振动抑制效率降低53.7%。此外,相较于阻尼比,NESI的控制性能对桥梁模态频率和初始激励幅值更为敏感。当存在附加位移时,NESI控制性能对频率比和激励幅值变化均表现出显著退化,尤其在频率比小于1区域内性能波动剧烈。进一步研究表明,适当提高质量比与惯质比虽可在一定程度上缓解附加位移带来的性能损失,但在频率比小于1的条件下仍难以实现稳定控制。
文摘压电材料具有作动迅速、易于制备和能耗低等优点,使用压电材料对结构进行振动控制能够改善结构性能,研究发现,压电材料的分布能够显著影响控制效果,许多学者使用拓扑优化技术对压电材料或控制电压的布局进行优化。在压电智能结构拓扑优化中,引入多种控制系数作为设计变量,能够获得更大设计空间,进一步提升控制效率。本文基于离散材料优化方法DMO(Discrete Material Optimization)研究了简谐激励作用下压电层控制系数最优分布问题。使用速度负反馈控制策略进行主动控制,选取能够有效衡量结构振动程度的动柔度作为目标函数,设计变量为每对压电传感器和压电致动器的速度负反馈控制系数,使用伴随变量法进行灵敏度分析,最后给出了两个数值算例来验证所提方法的正确性。
文摘为研究颗粒阻尼器布置方案对多层结构减震性能的影响,制作了缩尺比为1/5的三层钢框架模型结构,进行了5条天然波下的地震模拟振动台试验,研究并联式单向单颗粒阻尼器(Parallel Single-dimensional Single Particle Damper,PSSPD)的减震控制效果。基于试验获得的模型自振频率、阻尼比等动力特性设计3种PSSPD布置方案,分析不同布置方案下模型结构的试验现象及位移和加速度响应。试验结果表明:PSSPD对结构响应峰值减震率可达到43.43%,均方根减震率可达到38.18%,其对多层结构具有良好的减震控制效果;PSSPD对结构均方根的平均减震效果要优于对峰值的平均减震效果;PSSPD布置方案对其减震效果影响显著,且其减震性能与本身参数、受控结构振动特性、地震动参数之间的耦合关系复杂。最后,建立PSSPD在任意布置方案下受控结构的力学模型,提出其数值分析流程。数值计算结果和试验结果在位移峰值及均方根方面具有良好的吻合度。
