Propagation of partially coherent beams carrying an edge dislocation through atmospheric turbulence along a slant path

This paper derives the explicit expressions for the average intensity, beam width and angular spread of Gaussian Schell-model (GSM) beams with edge dislocation propagating through atmospheric turbulence along a slant path. The propagation of GSM beams with edge dislocation through horizontal atmospheric turbulence can be treated as a special case through a slant one. The propagation properties of GSM beams with edge dislocation through slant atmospheric turbulence are studied, where the influence of edge dislocation parameters including the slope p and off-axis distance d on the spreading of GSM beams with edge dislocation in atmospheric turbulence is stressed. It shows that the spreading of the intensity profile of GSM beams with edge dislocation along a slant path is smaller than that along a horizontal path in the long-distance atmospheric propagation. The larger the slope vert pvert and the smaller the off-axis distance vert dvert are, the less the beam-width spreading and angular spread of GSM beams with edge dislocation are affected by turbulence. The GSM beams with edge dislocation is less affected by turbulence than that of GSM beams without edge dislocation. The results are illustrated numerically and their validity is interpreted physically.     

Cursory seismic drift assessment for buildings in moderate seismicity regions

This paper outlines a methodology to assess the seismic drift of reinforced concrete buildings with limited structural and geotechnical information. Based on the latest and the most advanced research on predicting potential near-field and far field earthquakes affecting Hong Kong, the engineering response spectra for both rock and soil sites are derived. A new step-by-step procedure for displacement-based seismic hazard assessment of building structures is proposed to determine the maximum inter-storey drift demand for reinforced concrete buildings. The primary information required for this assessment is only the depth of the soft soil above bedrock and the height of the building. This procedure is further extended to assess the maximum chord rotation angle demand for the coupling beam of coupled shear wall or frame wall structures, which may be very critical when subjected to earthquake forces. An example is provided to illustrate calibration of the assessment procedure by using actual engineering structural models.     

二根耦合振动弦的边界反馈稳定化问题(Ⅰ)

本文讨论了二根耦合振动弦边界反馈的数学模型,讨论了相应的一阶线性双曲系统及谱的特征。     

流变应力恢复法地应力测试及装置

深部软岩体应力测试难度大,尚无有效测试技术。对此,研制了一种适用于软岩体应力测试的三向压应力传感器,提出了相应的解算方法,并对传感器进行了标定试验、干扰试验和室内模型试验。标定试验结果表明,传感器的线性度、重复性等静态性能良好。当荷载不断增大时,传感器的测量误差先逐渐减小,直至为0,而后又逐渐增大,但误差基本上都在10%以内,说明传感器能较精确地测量量程范围内的应力大小。干扰试验结果表明,传感器3个传感面之间的相互干扰可以忽略不计。模型试验结果表明,随着加载次数的增加,传感器所感知的力越来越接近所施加的力,最后趋近于相等,进一步表明了该传感器基本满足工程实践要求。此外,初步探讨了传感器的优化设计方向等问题。     

Cyclic performance of large‐scale corroded reinforced concrete beams

Nine large‐scale beam specimens were constructed. Of which, one was used as the control, whereas the other eight ones were divided into four sets. Each set had two specimens and was subjected to accelerated corrosion using an imposed current for the same time interval. Following the corrosion, a specimen in each set was tested using cyclic loading to examine the seismic performance, whereas the other one was demolished to examine the extent of corrosion. Cyclic loading results indicated that with an increasing corrosion level, the ultimate drift, ductility, plastic rotation capacity, and energy dissipation of the beams initially increased and later decreased. The failure mode switched from flexural failure, largely owing to buckling of the longitudinal reinforcement to flexural‐shear failure, which is mainly caused by fracturing of the transverse reinforcement. Corrosion increased shear deformation and the spread of plasticity of the plastic hinge region. The residual flexural strength, as estimated by an empirical equation based on the maximum pit depth in the longitudinal reinforcement, closely corresponds to experimental values. Furthermore, the residual shear strength estimated based on the minimum reduced cross‐sectional area of transverse reinforcement correlates better with the experimental observations than that based on the weight loss. Copyright © 2011 John Wiley & Sons, Ltd.     

火灾及爆炸共同作用下平面约束钢梁的非线性分析理论

采用非线性铁木辛柯梁单元,结合一种新的温度-率相关本构方程,推导了单元切向刚度矩阵,并编制了有限元程序。该程序可用于进行火灾或爆炸冲击过程中梁的响应分析,亦可用于两者共同作用下梁的耦合响应分析。基于弹性铁木辛柯梁挠曲线方程构造三次插值位移场,同时考虑了梁变形的几何非线性效应并采用了Green-Lagrangian应变,再结合非线性的本构关系,该理论能较完整地考虑火灾及爆炸诸多工况组合下平面约束钢梁可能发生的多种效应。通过对工字型等截面直梁火灾升温及爆炸3种荷载组合形式下的响应分析,验证了理论模型的合理性。     

XP-2型弦式通用频率计

该仪器是测压振弦式传感器的二次仪表,与振弦式传感器配合使用,已广泛地用于水利、电力、交通等部门建筑物的测量与安全监测,也在围垦工程的海堤施工和安全监测中获得应用。该仪器不仅能用于测量与安全监测,也能对各种型号的振弦式传感器进行调试标定,还能对直读式弦式频率计进行计量校验。     

应用OpenSees模拟钢管混凝土不等跨框架抗震性能

基于一榀方钢管混凝土柱-H型钢梁不等跨平面框架的抗震性能试验,应用OpenSees有限元软件,模拟了低周反复荷载作用下框架的荷载-位移曲线,并对其抗震性能影响参数进行分析。研究结果表明:OpenSees中塑性铰纤维单元模拟栓焊连接的H型钢梁具有合理性。混凝土强度对框架的抗震性能影响较小,提高钢材强度可以有效提升框架结构的承载力和延性,其中Q345具有较高的性价比。柱截面宽厚比越小,框架承载力越高。轴压比增大会对框架抗震性能产生不利影响,工程中应避免出现高轴压比。在钢管混凝土不等跨框架结构设计中,钢梁跨度要综合考虑梁截面抗弯能力和梁柱线刚度比,其变梁异型中节点宜选择合适的梁高比。     

南海内波研究前沿与热点

内波为发生在层结海洋内部的亚中尺度波动,是物理海洋学研究,特别是海洋混合及能量级串研究,不可或的缺环节。孤立内波的突发性巨大冲击能量可对水下航行和工程设施构成灾难性威胁,实现实时监测与预报海洋内波具有重大现实意义。南海是全球海洋中超强内波多发海区之一。长期现场观测表明,吕宋海峡以西海域内孤立波振幅高达150～200 m,且终年发生。因此,南海是目前海洋内孤立波观测与研究热点海域。本文以2015年至2021年间发表的论文为依据,评述南海内波研究新进展,认为7 a来研究成果取得质的提升。第一,实现了由卫星为主要手段2D观测到以卫星与潜标同步3D观测为主要手段的提升。由此催生出振幅240 m超强内孤立波、中尺度涡对内波的调制作用、重现周期23 h内孤立波、浅海内孤立波裂变现象、深海盆内波及动能级串等创新成果。第二,研究区开始呈现向中部深海盆扩展趋势。迄今为止,南海内波观测与研究集中在吕宋海峡以西和北部陆架,现已出现向中部深海盆扩展趋势。第三,海洋探测高新技术应用于南海内波观测与研究,取得了突破性成果。由卫星高度计沿轨海面高度场二维平面波分解技术得出的南海M2内潮辐射图,解决了多年争论不休的南...     

基于黏声介质的角度域高斯束逆时偏移方法研究

高斯束逆时偏移是一种兼具计算效率和成像精度的深度域成像方法,能够面向目标成像.地下介质中黏滞性普遍存在,利用传统各向同性或完全弹性的成像方法处理黏滞性探区的数据会降低分辨率,并导致成像位置不准确和振幅欠估计等问题.本文在高斯束逆时偏移的基础上,通过对震源点和检波点处的波场进行衰减补偿,并结合高斯束求解时的角度信息,实现了黏声介质角度域高斯束逆时偏移方法.最后通过模型和实际资料试算对本文方法的正确性和适用性进行了验证.试算结果表明:相比于声波高斯束逆时偏移,本文方法能够对黏滞性引起的吸收衰减进行有效补偿,同时提取的角度域共成像点道集(ADCIGs)不仅可以用于分角度叠加成像压制成像噪声,而且能够为后续的偏移速度分析提供支撑.