Shaking table tests and numerical analyses of an RC coupled wall structure with replaceable coupling beams

The replaceable coupling beam (RCB) is an innovative structural component developed to increase the seismic resilience of reinforced concrete (RC) shear wall structures. In this study, two 1/5‐scale 5‐story 3‐dimensional RC shear wall structures—one with conventional RC coupling beams and the other with RCBs—were designed, constructed, and tested on a shaking table. The failure pattern, dynamic properties, and structural responses, including the acceleration, displacement, story force, and strain responses, of the 2 structures are compared under earthquake excitations. The test results demonstrate that the seismic performance of the structure with RCBs was improved when RCBs were working compared with the structure with conventional RC coupling beams. In addition, the replaceable devices suffering the severe damage during an earthquake can be conveniently replaced after the earthquake. However, after the sudden failure of RCBs during the severe earthquakes, the inter‐story drift and floor acceleration of the structure with RCBs became larger. The design and manufacture quality of RCBs should be improved to avoid the sudden failure. Then, numerical models for the test structures were established using the commercial software PERFORM‐3D. Numerical simulations of the tests were conducted. The simulation results correspond well with the experimental results, thus verifying the accuracy of the numerical models. The RC shear wall structure installed with RCBs can be applied as a new type of earthquake‐resilient structure in engineering practice.     

防撞梁在超高车辆撞击铁路桥梁中的防撞性能研究

作为交通运输工程中不可或缺的一部分,铁路桥梁在生命线及基础设施系统中发挥着重要的作用,一旦被超高车辆撞击,将会造成难以估计的生命及财产损失。提出4个不同配置（横梁、支撑）防撞梁,作为一种缓冲机制安装于桥梁可能发生撞击的主梁底部区域,并通过1:5缩尺模型对防撞梁的防撞性能及工作原理进行研究,并提出基于数值模拟的简化分析方法,实验结果表明:4个防撞梁对于降低桥梁在冲击荷载下的动力响应均有很好效果,能够有效降低桥梁结构在冲击荷载下的动力响应,塑性变形折减至50%,变形能力较好的防撞梁防撞性能更好,此外,基于数值模拟的简化分析方法是有效的。     

基于粘滞阻尼器的元江大桥减震设计方案

为了提高大跨度桥梁的抗震性能水平,基于粘滞阻尼器的结构减震控制技术成为专家学者研究的重点和工程设计人员首先考虑的抗震设防措施。现有成果主要集中在大跨度公路斜拉桥的研究和应用,在山区的非规则高墩钢桁连续梁桥研究的较少。以云南省元江大桥为例,采用Midas/civil建立弹性分析的有限元模型,对元江大桥进行了动力特性分析。采用快速非线性时程分析方法对粘滞阻尼器参数进行了优化分析,并且总结了粘滞阻尼器参数对高墩连续梁桥的减震作用规律。最后,通过有控和无控结构的地震动响应对比分析,评价了安装阻尼器后的结构主控部位的减震效果。结果表明:减震控制提高了结构的安全性。     

矢量黏弹性衰减补偿高斯束偏移

基于弹性波动理论的多波多分量高斯束偏移具有计算效率高和成像准确等优点.但是目前此方法没有考虑实际地下介质的黏弹性对地震波传播的影响,从而无法补偿能量衰减和校正相位畸变,这使得该方法对一些含高黏弹性地层的成像效果不佳.针对衰减区域的成像问题,本文提出一种黏弹性衰减补偿高斯束偏移方法,该方法以多波多分量矢量波场弹性高斯束偏移方法为基础,在偏移过程中沿射线路径通过引入品质因子Q来考虑黏弹性影响并进行衰减补偿.该方法能够在偏移过程中实现PP波和PS波的自动分离及分别成像.同时,本文给出了在矢量波场偏移过程中提取角度域共成像点道集的方法,以便用于成像质量控制,并为后续速度和黏弹性参数反演提供所需的数据.本文利用2D层状模型和洼陷模型进行了方法测试,其成像结果验证了本文所提出的黏弹性衰减补偿高斯束偏移方法的可行性和有效性.     

VTI介质角度域转换波高斯束偏移成像方法研究

转换波偏移可以利用纵横波波场信息,得到高分辨率的成像结果,从而为油藏描述提供高质量的地震资料.目前的研究主要是利用纵波波场信息进行偏移成像,然而,传统的纵波方法在复杂探区成像时具有一定的局限性.为此,本文在各向异性介质声波射线追踪算法的基础上,推导出各向异性介质转换波射线追踪方程,发展了一种转换波射线追踪算法;并将研究的追踪算法应用到偏移成像中,提出了一种各向异性VTI介质角度域转换波高斯束偏移成像方法.通过各向异性VTI介质断块模型和复杂构造模型试算,说明了本文方法的正确性和有效性.模型试算的结果表明,在考虑地下各向异性时,本文研究的方法具有更好的成像效果,提取的角道集结果可以为偏移速度分析提供依据.     

Seismic performance assessment of a hybrid coupled wall system with replaceable steel coupling beams versus traditional RC coupling beams

This study assesses the seismic performance of a hybrid coupled wall (HCW) system with replaceable steel coupling beams (RSCBs) at four intensities of ground motion shaking. The performance of the HCW system is benchmarked against the traditional reinforced concrete coupled wall (RCW). Nonlinear numerical models are developed in OpenSees for a representative wall elevation in a prototype 11‐story building designed per modern Chinese codes. Performance is assessed via nonlinear dynamic analysis. The results indicate that both systems can adequately meet code defined objectives in terms of global and component behavior. Behavior of the two systems is consistent under service level earthquakes, whereas under more extreme events, the HCW system illustrates enhanced performance over the RCW system resulting in peak interstory drifts up to 31% lower in the HCW than the RCW. Larger drifts in the RCW are because of reduced coupling action induced by stiffness degradation of RC coupling beams, whereas the stable hysteretic responses and overstrength of RSCBs benefit post‐yield behavior of the HCW. Under extreme events, the maximum beam rotations of the RSCBs are up to 42% smaller than those of the RC coupling beams. Moderate to severe damage is expected in the RC coupling beams, whereas the RSCBs sustain damage to the slab above the beam and possible web buckling of shear links. The assessment illustrates the benefits of the HCW with RSCBs over the RCW system, because of easy replacement of the shear links as opposed to costly and time‐consuming repairs of RC coupling beams. Copyright © 2016 John Wiley & Sons, Ltd.     

设计变截面交叉柔性力学的模型在装配式钢构建筑梁柱预应力中的分析

为了提高装配式钢构建筑梁柱的抗震性能,设计一种变截面交叉柔性力学模型进行截面抗震性的预应力评估。方法中采用极限承载力约束进行抗震性分析,引入抗弯刚度软化系数进行误差修正,求出钢构建筑梁柱的荷载作用力矩,通过应力评估和结构解耦性设计,实现钢构建筑梁柱的抗震性评估。构建以钢材强度、延性指标和钢框架地震易损特征为约束参量的抗震性能分析函数,建立装配式钢构建筑梁柱开裂初始预应力预测方法,实现装配式钢构建筑梁柱预应力的准确评估。试验结果表明,所提模型能够对装配式钢构建筑梁柱的应力应变关系、屈服强度以及极限承载力进行准确计算,提高配式钢构建筑梁柱的抗震性能。     

软土地区双排桩门架式挡墙的分析和应用

介绍了双排桩的二种计算模式及其在实践中的应用,并和实际监测进行了比较。     

基于吸收衰减补偿的多分量高斯束逆时偏移

高斯束逆时偏移结合了射线类偏移的高计算效率和波动方程逆时偏移的高精度,能很好地处理焦散点、大倾角成像问题,并且具有面向目标成像的能力.多分量地震资料的偏移技术可以对地下复杂构造进行更准确的成像,由于实际地下介质具有黏滞性,研究黏弹性叠前逆时偏移具有一定的现实意义.本文采用高斯束逆时偏移方法对多分量地震数据进行吸收衰减补偿,首先分别给出纵波和转换波共炮域高斯束叠前逆时偏移方法原理,在此基础上推导补偿吸收衰减的表达式,校正Q引起的振幅衰减和相位畸变,实现基于吸收衰减补偿的多分量高斯束叠前逆时偏移.数值模型的测试结果显示,在考虑地下介质的黏滞性时,本文方法具有更高的成像分辨率.     

暂时性承压水导致山前缓坡破坏的模型分析

宁（南京）镇（镇江）地区大量缓倾角滑坡发生在强降雨之后,坡内水位抬升形成暂时性承压水,滑坡变形表现为坡体前缘隆起、后缘拉裂。通过对南京江宁石龙路滑坡开展现场地质调查,发现该滑坡地层结构表现为宁镇地区山前缓坡典型的上细下粗的二元地质结构特征。文章以南京石龙路滑坡破坏特征为基础,从简单的承压水分布模型与简支梁模型的基本原理出发,试图分析暂时性承压水导致坡体前缘隔水层隆起破坏的力学机制。针对滑坡前缘隆起特征,构建承压水一维稳定流模型,分析了坡体前缘透水层中承压水的分布特征;引入简支梁模型分析了承压水扬压力对隔水层的变形和稳定性的影响以及隔水层中裂隙的发育规律;确定了隔水层隆起后破坏的判据,详细分析了坡脚处扬压力水头和隔水层厚度对隔水层破坏特征的影响。研究结果表明透水层中承压水头为三角形分布,隔水层最深裂隙发育在扬压力对简支梁模型的最大弯矩处;地表隔水层最大破坏区域与坡脚处扬压力水头呈正相关,与隔水层厚度呈负相关;隔水层发生隆起—拉裂破坏时的临界扬压力水头和临界隔水层厚度近似呈线性关系。