Inelastic displacement ratio of low-to mid-rise BRBFs designed under variable levels of seismicity

Buckling-restrained braces(BRBs)have shown their capability to provide building structures with stiffness,strength,and ductility.Estimating the seismic drifts of buckling-restrained braced frames(BRBFs)is an important design step to control structural and non-structural damage.In current practice of seismic design,the estimation of seismic drifts of BRBFs is performed by using empirical calculations that are independent upon either the type of the structural system or the design level of seismicity.In these empirical calculations,the seismic drifts are estimated by amplifying the reduced elastic drifts obtained under design lateral loading with a displacement amplification factor(DAF).The value of DAF is considered equal to the product of the response modification factor R and the inelastic displacement ratioρ.The goal of the current research is to assess the value ofρfor low-to mid-rise BRBFs designed under low and high levels of seismicity.This goal has been achieved by conducting a series of elastic and inelastic time-history analyses pertaining to an ensemble of earthquake records on 3-,6-and 9-story BRBFs.The results indicate that theρ-ratio increases with an increase in design seismic intensity and an increase in experienced inelasticity.The range ofρfor low seismicity designs ranges from 0.63 to 0.9,while for high seismicity designs this range stretches from 0.83 to 1.29.It has been found that the consideration of a generalρ-ratio of 1.0 is a reasonable estimation for the design of the BRBFs considered in this study.

Effect of ground motion duration on inelastic displacement ratio of SDOF systems

In this paper,the influence of ground motion duration on the inelastic displacement ratio,C_(1),of highly damped SDOF systems is studied.For this purpose,two sets of spectrally equivalent long and short duration ground motion records were used in an analysis to isolate the effects of ground motion duration on.The effect of duration was evaluated for observed values of C_(1) by considering six ductility levels,and different damping and post-yield stiffness ratios.A new predictive equation of C_(1) also was developed for long and short duration records.Results of non-linear regression analysis of the current study provide an expression with which to quantify the duration effect.Based on the average values of estimated C_(1) ratios for long duration records divided by C_(1) for a short duration set,it is concluded that the maximum difference between long and short duration records occurs when the damping ratio is 0.3 and the post-yield stiffness ratio is equal to zero.

P-Δ effect on inelastic displacement ratio spectra for inelastic structures

For the evaluation of structures with known ductility demands,the constant-ductility displacement ratio spectra(CDDRS) are particularly useful for providing inelastic displacement ratios to estimate maximum lateral inelastic displacement demands from maximum elastic displacement demands.The CDDRS are computed for single-degree-of-freedom systems(SDOF) by considering or ignoring P-Δ effect for different ductility levels when subjected to 344 earthquake ground motions recorded in four site classes.The modified expressions of CDDRS for P-Δ effect are proposed.It is concluded that the P-Δ effect on CDDRS is significant,and the effect increases with the increase of ductility level.In the long-period region,the CDDRS ignoring P-Δ effect almost conforms to the equal-displacement rule.But in the case of higher ductility level,the CDDRS considering P-Δ effect are much higher than 1.0,which do not conform to the equal-displacement rule.

Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions

In displacement-based seismic design, inelastic displacement ratio spectra （IDRS） are particularly useful for estimating the maximum lateral inelastic displacement demand of a nonlinear SDOF system from the maximum elastic displacement demand of its counterpart linear elastic SDOF system. In this study, the characteristics of IDRS for near-fault pulse-type ground motions are investigated based on a great number of earthquake ground motions. The influence of site conditions, ratio of peak ground velocity （PGV） to peak ground acceleration （PGA）, the PGV, and the maximum incremental velocity （MIV） on IDRS are also evaluated. The results indicate that the effect of near-fault ground motions on IDRS are significant only at periods between 0.2 s - 1.5 s, where the amplification can approach 20%. The PGV/PGA ratio has the most significant influence on IDRS among the parameters considered. It is also found that site conditions only slightly affect the IDRS.

Lateral displacement of silty clay under cement-fly ash-gravel pile-supported embankments: Analytical consideration and field evidence

Based on back analysis of lateral displacements measured in situ by using the analytical solution, a useful method for estimating stress concentration ratio of geosynthetic-reinforced and pile-supported(GRPS) embankments was proposed. In order to validate the proposed method, a full-scale high-speed railway embankment(HSRE) with four instrumented subsections over medium compressibility silty clay was constructed in three stages. The soil profile, construction procedure and monitoring of settlements and lateral displacements of the four test sections were described. The field deformation analysis results show that 1) the combined reinforcement of CFG piles and geosynthetic layer perform well in terms of reducing lateral displacements; 2) the development of lateral displacements lags behind the increase of fill load, which can be attributed to the vertical load transfer mechanism of the pile foundation; and 3) pile length has a dominant effect on the stress distribution proportion between piles and surrounding soils. The comparison between predicted and experimental results suggests that the proposed analytical solution and the back analysis-based method are capable of reasonably estimating the lateral deformation and the stress concentration ratio, respectively, if the appropriate soil elastic modulus is chosen.

Scaling of residual displacements in terms of elastic and inelastic spectral displacements for existing SDOF systems

Structures undergoing inelastic displacements during earthquake ground motions are known to sustain some amount of residual displacements, which may make them unusable or unsafe. In this study an attempt is made to estimate residual displacements for elastic-perfectly-plastic single-degree-of-freedom oscillators with a given lateral strength ratio. It is observed in the case of a class of ground motions that there are no trends in the dependence of residual displacement on the temporal features of the ground motion, and thus any estimation of residual displacements should be carried out only in the statistical sense. Statistical estimation of residual displacement spectrum via normalization with respect to inelastic or elastic spectral displacements is considered, and it is found that normalization with respect to inelastic spectral displacements is preferable. Expressions for residual displacement spectra are proposed for both types of normalizations and for the givenlateral-strength-ratio type oscillators.

Displacement damage in optocouplers induced by high energy neutrons at back-n in China Spallation Neutron Source

Neutron radiation experiments of optocouplers at back-streaming white neutrons(back-n)in China Spallation Neutron Source(CSNS)are presented.The displacement damages induced by neutron radiation are analyzed.The performance degradations of two types of optocouplers are compared.The degradations of current transfer ratio(CTR)are analyzed,and the mechanisms induced by radiation are also demonstrated.With the increase of the accumulated fluence,the CTR is degrading linearly with neutron fluence.The radiation hardening of optocouplers can be improved when the forward current is increased.Other parameters related to CTR degradation of optocouplers are also analyzed.

Maximum Relative Displacement of Adjacent Buildings During Ground Motions

In order to give the reasonable width of seismic gaps to prevent the structural pounding during ground motions,the maximum relative displacement of adjacent structures is studied in this paper.The factors that may have effects on the maximum relative displacement are discussed.As for multi-degree-of-freedom(MDOF) systems,they can be equivalent to single-degree-of-freedom(SDOF) systems with the influences of high modes neglected.The results show that the period ratio,height ratio and peak ground acceleration are the main factors that have great effects on the maximum relative displacement of adjacent structures.The maximum relative displacement of MDOF systems can be obtained from calculating the maximum relative displacement of the equivalent SDOF systems.

利用声强比衰减原理探究角位移法声源定位系统

设计了一种利用声强衰减规律进行三维声源定位的实验方法,声源定位主要通过测量声源相对探源中心的距离、方向和高度实现。利用声强比呈对数衰减的原理,推导了声波强度在空气中的衰减规律与声源距离的关系式;设计了一种角位移法测量声源方向,并给出了角位移大小与声强比到达峰值时的时间之间的关系式;通过电控升降平台,测定了声源到参考平台水平面的高度。并制作了在1立方米范围内的三维声源定位实验装置,实验结果表明,本实验装置在二维平面内,声源距离测量的最大相对误差为2.3%,方位角测量的最大误差为1.6°;在三维空间内,声源距离测量的最大相对误差为2.9%,高度测量的最大相对误差为4.9%,方位角测量的最大误差为0.8°,通过实验证明了本实验系统定位效果较好。

高地层倾角油藏高低部位油井液量配比研究

在高倾角断块油藏中,受重力作用影响,高、低部位油井开发效果差异大。运用物理模拟实验分析了地层倾角对高、低部位油井开发效果的影响,推导了考虑均衡驱替的水驱断块倾角油藏高、低部位油井产液量配比计算方法,并通过与数值模拟结果对比,验证了油井产液量配比计算方法的准确性。研究发现:随着储层倾角的增加,高部位流线变少、水驱波及区域变小、采出程度变低。随着储层倾角增加,达到均衡动用所需的油井产液量配比(高部位油井产液量与低部位油井产液量比)增加。在相同储层倾角的情况下,随着原油密度和注水强度增加,倾角对达到均衡驱替所需的油井产液量配比的影响变弱,油井产液量配比降低。该研究对高倾角断块油藏均衡开发具有指导意义。

纳米材料在油田开发领域的研究及应用

可利用石油资源逐渐减少、开采难度在增大。纳米材料具有卓越的粒子尺寸和性能,通过表面改性还可在同一纳米材料上集成多种驱油功能,其被认为是解决传统提高采收率(EOR)技术所面临众多问题的潜在方案。本文主要介绍了纳米材料的制备与改性、种类,综述其在油田开发各阶段的应用与研究进展,特别是EOR方面。结合油田开发需求与纳米技术的优势,指出了纳米颗粒在EOR过程中应用的挑战和未来研究的机遇。

基于性能的铁路桥墩地震损伤量化指标研究

为研究铁路桥墩的地震损伤量化方法,建立OpenSees有限元模型并通过6组拟静力试验数据验证其准确性,同时对7种桥墩构造参数组成的样本空间进行拉丁超立方采样,进行339组桥墩的拟静力数值计算,分析不同损伤阶段的位移延性比分布特征,制定基于性能的多级延性损伤指标,并通过对一座混合梁桥的地震分析结果验证该指标的普适性。研究表明:339组桥墩的位移延性比呈现较强的规律性,主要分布于0.41、1.00、1.58、2.20处,因此可采用位移延性比0.41、1.00、1.58、2.20分别作为铁路矩形桥墩无、轻微、中度、严重和完全损伤状态的临界值。基于性能的延性损伤指标简易直观,可为抗震设计与震损评估工作提供理论依据及参考。

地下连续墙受力变形光纤监测与数值模拟研究

地下连续墙是一种常见的深基坑支护方式,具有刚度大、防渗性能好、适应范围广等优点,但其受力变形规律较为复杂。基于超弱光纤光栅感测技术,对某地铁车站基坑地下连续墙水平位移进行实时监测。将监测数据与数值模拟结果进行对比,验证了数值分析模型选取的合理性,并基于该数值分析模型研究了不同厚度软土层中,地下连续墙水平位移的变化规律,通过墙体位移梯度(D_(w))和软土位移梯度(D_(r))进行临界厚度比计算。研究结果显示:水平位移随软土厚度的变化呈“凸肚”状,沿深度方向划分为相对稳定区、线性增长区、最大变形区和线性下降区。利用D_(w)和D_(r)标定出临界厚度比为0.24;土压力变化在基坑前四步开挖过程中较为稳定,而在第五步开挖与施工后40 d变化显著。上述研究结果为类似工程的设计、施工和监测方案的制定提供了重要参考。

普通稠油非均相复合体系组分驱油贡献率

非均相复合体系能实现协同调驱,在稠油开发方面极具潜力,但各组分驱油贡献率不明确,给体系优化与选择带来盲目性。针对由部分水解聚丙烯酰胺、双效型表面活性剂和预交联凝胶颗粒(B-PPG)组成的非均相复合体系,在分析其界面与封堵性能和驱油特征的基础上,开展了聚合物、二元复合体系和非均相复合体系驱油实验;依据3类体系驱油的采收率增幅,归一化计算了不同水油黏度比下非均相复合体系组分驱油贡献率。结果表明,0.106~0.150 mm(150~100目)B-PPG膨胀后的粒径中值为800μm。该非均相复合体系与渗透率为1.1μm~2的填砂模型匹配,运移封堵阻力系数与残余阻力系数分别为420.5和203.0,更低渗透率(0.30μm~2)的填砂模型则难以进入。对于渗透率级差约为3.0的并联填砂模型,非均相复合体系具有较强的调驱能力,最高注入压力为0.42 MPa、低渗透模型分流率最高达到42.2%;而二元复合体系的最高注入压力仅为0.25 MPa、低渗透模型分流率仅为24.3%。当水油黏度比为0.05~0.46时,非均相复合体系中聚合物驱油贡献率(43.1%~84.1%)最高,表面活性剂(22.1%~7.6%)最低,B-PPG(34.8%~8.3%)介于两者之间。水油黏度比(≥0.46)较高时,表面活性剂和B-PPG驱油贡献率较小,聚合物或二元复合驱后非均相复合驱增油潜力有限;水油黏度比(≤0.2)较低时,表面活性剂和B-PPG驱油贡献率大,水驱或聚合物、二元复合驱后非均相复合驱增油潜力较大。

竖向荷载对高承台群桩基础侧向位移影响规律的振动台试验

基于大型振动台模型试验,以高承台群桩为研究对象,模拟了地震作用下高桩承台基础的振动响应,通过超静孔压比(简称孔压比)、加速度和地基土位移研究饱和砂土液化场地竖向荷载对桩基侧向位移的影响规律。结果表明:近桩区域受桩基竖向荷载影响最为显著,孔压比与竖向荷载呈负相关关系,桩基两侧孔压比差值与地基土浅层加速度是造成桩基侧向位移的主要原因;地基土对台面输出加速度主要起放大作用,且随着竖向荷载的增加,加速度放大系数显著减小;在振动输入与竖向荷载相同的条件下,地基土在地震动作用下引起的侧向流动及显著变形极大影响了桩基的侧向位移;竖向荷载为9%桩基极限承载力条件下,桩基倾斜角为4.80°,侧向位移较小,结合地基土抗液化能力,桩基抗倾覆能力最优。

考虑永久位移的锚索框架减震锚头弹簧组件合理刚度研究

强震作用下预应力框架锚索可能出现内锚段松脱、锚索拉断等震害,在锚头处设置弹簧是一种新型抗震措施,而弹簧刚度的合理选取对改善锚索受力至关重要。建立在锚头处设置弹簧预应力锚索框架的加固基岩-覆盖层边坡三维数值模型,研究边坡在不同峰值加速度、不同持时地震波作用下响应规律,调整锚索-弹簧串联体系等效刚度大小,分析坡体永久位移和锚索轴力减载比随弹簧刚度的非线性变化特征;以控制边坡位移及锚索减载效果为目标,提出弹簧组件的合理刚度确定方法。研究表明:随弹簧刚度降低,缓冲减震作用逐渐显著;坡顶水平加速度受刚度变化影响较小,但当弹簧刚度低于临界值后边坡位移及弹簧变形量急剧增加;以边坡永久位移实际调查经验限值为首要控制条件,结合位移、弹簧峰值行程随刚度变化拟合“直-曲分界点”曲线,以共同确定弹簧刚度下限;同理,依据减载比拟合曲线轴力削减明显区段得出刚度上限,以保证一定工程经济性。针对算例模型取永久位移10 cm、拟合曲线曲率k小于0.002 k max作为直曲分界判断依据,得0.4 g~0.6g强震下弹簧刚度区间为(2.5,3.8)kN/mm,研究方法可为边坡预应力锚固工程抗震设计提供参考。

深度调剖化学剂驱油机理及实验研究

基于分子设计及化学反应合成了化学驱油剂HPEN体系,分析了催化剂质量分数、反应温度、反应时间及投料比等因素对反应产率的敏感性。通过正交方案设计优选了HPEN的合成条件,岩心驱替实验评价了HPEN与磺酸盐复配体系的驱油特性,选取目标区块进行了现场应用实验。结果表明:HPEN适宜的合成条件为催化剂质量分数5%、反应温度100℃、反应时间6 h、脂肪醇聚氧乙烯醚与磺酸盐投料比1∶1.5。无机盐离子的存在会不同程度影响HPEN溶液体系的界面张力。1.0%的HPEN与磺酸盐按质量比3∶1复配时效果最佳,此时体系抗温能力为130℃,高矿化度溶液体系其界面张力仍处于10-2 mN·m^(-1)数量级范围。复配体系可显著提高现场原油采收率,实现老井日均产油4 t、日均产液16 m^(3)的效果。

低渗油田N_(2)驱气窜特征及泡沫防窜实验研究

针对B油田氮气驱气窜问题,通过室内物理模拟实验分析了长岩心N_(2)驱替过程的生产特征和气窜规律,由于B油田具有高温高盐低渗的特点,采用瓦林搅拌法筛选出合适的泡沫防窜体系,并通过物理模拟实验研究了体系的防窜效果和注入时机。实验结果表明,以采出程度和累积气油比作为指标可将气驱过程划分为三个阶段:无气采油阶段、油气同产阶段、气窜阶段。适合目标油田的泡沫防窜体系是:0.6%ZHDQ-5起泡剂+0.1%WP-1稳泡剂溶液。该体系封堵率可达到90%,推荐在累积气油比达到20 cm^(3)/cm^(3)注入泡沫防窜体系,可在前期气驱的基础上提高采收率17%。

腰臀比对腰椎退行性疾病术后疗效的影响

目的:探讨腰臀比对腰椎退行性疾病术后疗效的影响。方法:回顾性分析1220例腰椎退行性疾病患者的病例资料,其中低腰臀比组102例(男性腰臀比<0.85,女性腰臀比<0.75)、正常腰臀比组705例(男性腰臀比为0.85~0.9,女性腰臀比为0.75~0.8)、高腰臀比组413例(男性腰臀比>0.9,女性腰臀比>0.8)。比较3组患者的手术时间、术中出血量、术后1年Oswestry功能障碍指数(Oswestry disability index,ODI)及腰背部、臀部、腿部、足部疼痛数字评分。结果:(1)一般结果。3组患者的手术时间、术中出血量比较,组间差异均有统计学意义[(118.8±25.6)min,(125.5±18.8)min,(139.3±26.6)min,F=11.238,P=0.001;(125.4±20.6)mL,(140.9±28.6)mL,(188.2±31.6)mL,F=14.262,P=0.035]。高腰臀比组患者手术时间长于正常腰臀比组和低腰臀比组(P=0.001,P=0.001),术中出血量多于正常腰臀比组和低腰臀比组(P=0.001,P=0.001);正常腰臀比组患者的手术时间、术中出血量和低腰臀比组比较,组间差异均无统计学意义(P=0.136,P=0.117)。(2)术后1年疼痛数字评分。3组患者术后1年腰背部、臀部、腿部疼痛数字评分比较,组间差异均有统计学意义[(2.60±0.96)分,(2.17±0.84)分,(3.27±1.10)分,F=17.901,P=0.036;(1.45±0.52)分,(1.49±0.50)分,(2.78±0.85)分,F=54.421,P=0.001;(2.09±0.70)分,(2.13±0.98)分,(2.80±1.16)分,F=6.239,P=0.003];足部疼痛数字评分比较,差异无统计学意义[(1.55±0.52)分,(1.39±0.49)分,(1.29±0.46)分,F=1.731,P=0.182]。高腰臀比组患者术后1年腰背部、臀部、腿部疼痛数字评分均高于低腰臀比组和正常腰臀比组(P=0.045,P=0.001;P=0.047,P=0.003;P=0.029,P=0.001),正常腰臀比组患者术后1年腰背部、臀部、腿部疼痛数字评分和低腰臀比组比较,组间差异均无统计学意义(P=0.176,P=0.291,P=0.716)。(3)术后1年ODI。3组患者术后1年ODI比较,差异有统计学意义[(19.40±6.52)%,(12.59±6.81)%,(24.28±9.83)%,F=30.502,P=0.001]。高腰臀比组患者术后1年ODI高于正常腰臀比组和低腰臀比组(P=0.001,P=0.042),低腰臀比组患者术后1年ODI高于正常腰臀比组(P=0.019)。结论:高腰臀比会增加腰椎退行性疾病患者的手术时间和术中出血量,影响患者术后疼痛缓解和腰椎功能恢复。

钢-混工字组合连续梁桥地震易损性及其影响参数分析

以一座3×40m钢-混工字组合连续梁桥为依托,通过SAP2000建立不同墩高、不同上部结构荷载及不同上部主梁截面等全桥非线性有限元模型。选取峰值地面加速度(PGA)作为地震动强度参数,以桥墩位移延性比为损伤指标确定了完全破坏、严重破坏、中等破坏、轻微破坏、基本完好等5种结构破坏状态,分析了不同PGA作用下的桥墩易损性。研究结果表明:对于钢-混工字组合连续梁桥,相同桥墩截面尺寸、同一峰值地面加速度(PGA)下,桥墩高度越高,各个破坏状态的超越概率越小,其破坏风险越小;在合理的上部结构设计前提下,增加上部结构荷载,会降低桥墩的抗震性能;相同的下部结构布置,上部主梁采用钢-混组合结构,其桥墩易损性破坏概率要比同跨径的钢筋混凝土T型梁桥小,抗震性能更优越。建议桥梁抗震设计时重点关注上述因素的影响。