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钢筋混凝土框架结构倒塌破坏能量分析的研究 被引量:10
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作者 熊仲明 史庆轩 《振动与冲击》 EI CSCD 北大核心 2003年第4期8-11,22,共5页
本文采用能量时程分析法 ,将Q模型法引入框架结构的倒塌分析 ,通过对绝对能量方程和相对能量方程进行对比 ,推导出了相对能量方程中各项的数值表达式。利用双重破坏准则 ,确定了结构地震破损度标准 ,提出了建筑物倒塌破坏的评估理论与... 本文采用能量时程分析法 ,将Q模型法引入框架结构的倒塌分析 ,通过对绝对能量方程和相对能量方程进行对比 ,推导出了相对能量方程中各项的数值表达式。利用双重破坏准则 ,确定了结构地震破损度标准 ,提出了建筑物倒塌破坏的评估理论与方法。 展开更多
关键词 钢筋混凝土 倒塌破坏能量 能量时程分析法 Q模型法 地震
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并联复合隔震体系的地震耗能机制和能量响应分析 被引量:2
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作者 袁颖 周爱红 林皋 《世界地震工程》 CSCD 北大核心 2014年第2期36-42,共7页
运用能量分析法对并联复合隔震体系的地震耗能机制和能量响应进行了分析和探讨。首先,以层间剪切模型的多自由度运动微分方程为基础,建立了并联复合隔震体系的能量平衡方程。其次,引入状态空间法对并联复合隔震体系进行时程分析得到体... 运用能量分析法对并联复合隔震体系的地震耗能机制和能量响应进行了分析和探讨。首先,以层间剪切模型的多自由度运动微分方程为基础,建立了并联复合隔震体系的能量平衡方程。其次,引入状态空间法对并联复合隔震体系进行时程分析得到体系的地震响应,并以此为基础计算了各项能量。最后,以7质点多自由度体系为仿真对象,对并联复合隔震体系的耗能机制及其主要隔震层参数和不同特性地震动对能量响应的影响进行了分析。结果表明,并联复合隔震体系地震总输入能主要由滞回耗能和阻尼耗能承担;摩擦承压比和摩擦系数对能量响应有重要影响,存在最优取值区间;地震能量响应受地震动特性影响较大。 展开更多
关键词 并联复合隔震 状态方程法 能量时程 摩擦承压比 摩擦系数
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橡胶-摩擦并联隔震体系的弹塑性时程分析 被引量:4
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作者 荣强 程文瀼 《工业建筑》 CSCD 北大核心 2007年第2期47-49,共3页
采用双线性滞回模型,对橡胶-摩擦并联基础隔震体系进行单质点的弹塑性时程分析,并对拐点的近似处理方法给予介绍,同时给出并联隔震结构的各项耗能计算公式。通过算例,绘制并联隔震结构各项耗能的时程曲线,并给出了隔震效果。
关键词 并联隔震 拐点 能量时程
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地震地面运动能量分析的新方法——小波变换
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作者 肖梅玲 高春涛 叶燎原 《世界地震工程》 CSCD 北大核心 2005年第3期97-99,共3页
从小波变换的基本原理出发,利用小波能量特性及正交特性,根据加速度记录推导出小波变换下的地震地面运动的能量时程公式,通过小波变换后求得的能量同时包括了地震动时域和频域内的能量,而且这种方法从理论上是可行,从方法实现上也是比... 从小波变换的基本原理出发,利用小波能量特性及正交特性,根据加速度记录推导出小波变换下的地震地面运动的能量时程公式,通过小波变换后求得的能量同时包括了地震动时域和频域内的能量,而且这种方法从理论上是可行,从方法实现上也是比较简单的。 展开更多
关键词 小波能量特性 正交性 地震地面运动能量时程
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运营环境下混凝土简支梁桥裂缝的非线性损伤识别 被引量:4
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作者 蒋燕芳 蒋伟 +1 位作者 刘纲 张衡 《重庆大学学报(自然科学版)》 EI CAS CSCD 北大核心 2020年第5期59-66,共8页
针对混凝土简支梁桥常见的开裂病害,基于改进的Hilbert-Huang变换(HHT)提出裂缝的非线性损伤识别方法。选取曲率曲线型呼吸裂缝模型并将其融入车桥耦合共振系统,以更真实地模拟运营环境下裂缝的非线性开闭现象。引入镜像延拓法和集合经... 针对混凝土简支梁桥常见的开裂病害,基于改进的Hilbert-Huang变换(HHT)提出裂缝的非线性损伤识别方法。选取曲率曲线型呼吸裂缝模型并将其融入车桥耦合共振系统,以更真实地模拟运营环境下裂缝的非线性开闭现象。引入镜像延拓法和集合经验模态分解法分别改进传统HHT算法的端点发散和模态混叠问题,提取桥梁加速度响应的能量时程曲线,将能量时程曲线尖峰出现时刻和相对幅值比分别作为损伤定位和定量的特征指标,从而建立简支梁裂缝的非线性损伤识别方法。数值算例表明,采用单一传感器便可通过文中方法识别简支梁开裂的部位和程度,为混凝土简支梁的损伤识别提供技术支撑。 展开更多
关键词 非线性损伤识别 呼吸裂缝 HHT变换 车桥耦合 能量时程曲线
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某超高层组合结构抗震性能分析 被引量:1
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作者 吴琳 高涛 尹璐 《浙江建筑》 2014年第8期18-22,共5页
为了研究某钢管混凝土柱-型钢梁-钢支撑组成的组合结构体系的抗震性能,利用通用有限元软件MSC.MARC建立了精细的有限元模型,用双梁单元模拟钢管混凝土柱,分层壳单元模拟钢筋混凝土楼板。通过El Centro波对结构模型进行小震和大震作用下... 为了研究某钢管混凝土柱-型钢梁-钢支撑组成的组合结构体系的抗震性能,利用通用有限元软件MSC.MARC建立了精细的有限元模型,用双梁单元模拟钢管混凝土柱,分层壳单元模拟钢筋混凝土楼板。通过El Centro波对结构模型进行小震和大震作用下的弹塑性时程分析,得到了小震、大震下结构的能量反应时程,大震下结构基地剪力时程和层间位移角的包络值,应用塑性变形能对结构的"小震不坏"的结构性能要求进行了评价,利用层间位移角对"大震不倒"的性能要求进行评价。结果表明,小震时结构保持弹性,大震下最大层间位移角为1/174.8,满足规范要求。这种组合结构形式具有良好的抗侧刚度,在大震下具有良好的抗震性能。 展开更多
关键词 超高层 组合结构 MSC.MARC 时程分析 抗震性能 能量反应时程
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Thick Domain Walls in Lyra Geometry with Bulk Viscosity
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作者 Anirudh Pradhan 《Communications in Theoretical Physics》 SCIE CAS CSCD 2009年第2期378-384,共7页
In this paper, we evaluate the general solutions for plane-symmetric thick domain walls in Lyra geometry in presence of bulk viscous fluid. Expressions for the energy density and pressure of domain walls are derived i... In this paper, we evaluate the general solutions for plane-symmetric thick domain walls in Lyra geometry in presence of bulk viscous fluid. Expressions for the energy density and pressure of domain walls are derived in both cases of uniform and time varying displacement field β. Some physical consequences of the models are also given. Finally, the geodesic equations and acceleration of the test particle are discussed. 展开更多
关键词 COSMOLOGY plane symmetric domain walls bulk viscous model Lyra geometry
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The research of feet pressing energy collection and utilization device --based on piezoelectric ceramics
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作者 Chen RUAN Dengjin WU Niu LIU Xiaoyu ZHAO 《International Journal of Technology Management》 2015年第9期107-109,共3页
After people or vehicles press, piezoelectric ceramics can send a weak and unstable alternating current. According to this characteristic, we made feet pressing energy collection and utilization device based on piezoe... After people or vehicles press, piezoelectric ceramics can send a weak and unstable alternating current. According to this characteristic, we made feet pressing energy collection and utilization device based on piezoelectric ceramics. The two parts of this device includes energy storage and utilization. In terms of storage, the energy collection module, can deposit AC sent by piezoelectric ceramics in the super capacitor after rectification. In terms of utilization of energy, the device achieve a variety of usage: through the USB interface, it can supply power for different equipments, replace the mobile station of train stations and realize the function of saving the electricity as the night corridor induction lamp, combined with vibration module design and programmable timer. The whole structure is supported by an acrylic plate, which saves cost and have good durability. This device implements the storage and usage of idle feet pressing energy. In conclusion, it is helpful to provide a new idea for people' s low carbon lives and has a quite broad application prospect. 展开更多
关键词 piezoelectric ceramic acrylic plate energy collection module super capacitor vibration module timer.
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Passivity-based control of synchronous motors in mine hoist systems
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作者 XUE Hua JIANG Jian-guo +1 位作者 YUAN Ming-han JIANG Hua 《Journal of Coal Science & Engineering(China)》 2009年第3期332-336,共5页
An adaptive PBC strategy for SM with a time-varying load torque to track fluxand speed trajectories was proposed.The key point of this method was the identificationof terms,known as workless forces,which appeared in t... An adaptive PBC strategy for SM with a time-varying load torque to track fluxand speed trajectories was proposed.The key point of this method was the identificationof terms,known as workless forces,which appeared in the dynamic equations of SM buthad no effect on the energy balance equation of the closed loop.PBC,combined withadaptive control schemes,not only preserved the advantages of PBC such as nonexistenceof singularity,but also rejected the flux and speed tracking error caused by statorand rotor resistance variation.The rotor currents of SM were estimated via a state observer.This algorithm simplified the control structure and enhanced the robustness of thecontrol system.The feasibility and effectiveness were confirmed by experimental resultsbased on dSPACE. 展开更多
关键词 passivity-based control(PBC) adaptive scheme synchronous motors(SM) dSPACE
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摇摆桁架-BRB-钢框架体系耗能减震效果研究 被引量:8
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作者 何金洲 贾明明 +1 位作者 吕大刚 杨宁 《建筑结构学报》 EI CAS CSCD 北大核心 2017年第S1期34-40,共7页
在摇摆桁架-BRB-钢框架体系中设置BRB构件,以增强结构体系的耗能能力,控制并减轻结构的地震损伤。基于大震作用下的时程分析,对BRB构件的耗能量、能量时程曲线、累积位移系数以及结构层间位移集中系数进行了分析。结果表明:摇摆界面上的... 在摇摆桁架-BRB-钢框架体系中设置BRB构件,以增强结构体系的耗能能力,控制并减轻结构的地震损伤。基于大震作用下的时程分析,对BRB构件的耗能量、能量时程曲线、累积位移系数以及结构层间位移集中系数进行了分析。结果表明:摇摆界面上的BRB构件滞回环饱满,在地震作用下能稳定地发挥耗能能力,各层BRB构件的屈服顺序以及耗能量的大小对该层的耗散地震能量的先后和大小影响较大,BRB构件累积位移系数随楼层数的增加而增大;摇摆桁架-BRB-钢框架体系侧向变形和结构损伤较原钢框架结构更加均匀,同时,BRB构件的耗能减震作用可提高结构体系抵抗地震损伤的可恢复性。 展开更多
关键词 抗震结构 摇摆桁架-BRB-钢框架体系 耗能分析 能量时程 累积位移系数
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Energy Distribution for a Power Model of the Plane Symmetric Spacetime in f (R) Gravity
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作者 Morteza Yavari 《Communications in Theoretical Physics》 SCIE CAS CSCD 2013年第9期323-327,共5页
The study of the energy localization in f(R)theories of gravity has attracted much interest in recent years.In this paper,the vacuum solutions of the modified field equations for a power model of plane symmetric metri... The study of the energy localization in f(R)theories of gravity has attracted much interest in recent years.In this paper,the vacuum solutions of the modified field equations for a power model of plane symmetric metric are studied in metric f(R)gravity with the assumption of constant Ricci scalar.Next,we determine the energy-momentum complexes in f(R)theories of gravity for this spacetime for some important models.We also show that these models satisfy the stability and constant curvature conditions. 展开更多
关键词 plane symmetric spacetime power model generalized Landu-Lifshitz energy-momentum f(R)gravity
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A fast digital timing and analysis system based on real-time dCFD technique for nuclear physics experiments 被引量:1
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作者 SUN Jian LIANG Hao +1 位作者 XIE ShuXin CHENG Bin 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第9期2651-2655,共5页
In this paper a fast digital real-time spectrometer was developed for timing and analysis of nuclear pulse signals. The hardware system design and algorithm implementation with field-programming gate array (FPGA) an... In this paper a fast digital real-time spectrometer was developed for timing and analysis of nuclear pulse signals. The hardware system design and algorithm implementation with field-programming gate array (FPGA) and digital signal processor (DSP) were introduced. The performance of the digital constant fraction discrimination (dCFD) platform was experimentally tested with Agilent 80 MHz function/arbitrary waveform generator and LaC13:Ce3+ scintillator detector for 22Na positron annihilation gamma spectroscopy. The amplitude and time information of "/photon was online obtained. The energy resolution could be 5.525% and the timing resolution 293.75 ps, the system error estimation of dCFD approach was also studied. The results showed that this spectrometer achieved a timing resolution close to that of traditional CFD timing resolution with a more sim- plified system structure. 展开更多
关键词 digital constant fraction discrimination real-time processing FPFA DSP experimental spectrum measurement
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