A Simplified Method for the Stress Analysis of Underground Transfer Structures Crossing Multiple Subway Tunnels

According to the design specifications,the construction of extended piles involves traversing the tunnel’s upper region and extending to the underlying rock layer.To address this challenge,a subterranean transfer structure spanning multiple subway tunnels was proposed.Deliberating on the function of piles in the transfer structure as springs with axial and bending stiffness,and taking into account the force balance and deformation coordination conditions of beams and plates within the transfer structure,we established a simplified mechanical model that incorporates soil stratification by combining it with the Winkler elastic foundation beam model.The resolved established simplifiedmechanicalmodel employed finite difference technology and the Newton-Simpsonmethod,elucidating the mechanical mechanism of the transfer structure.The research findings suggest that the load carried by the upper structural columns can be transferred to the pile foundation beneath the beams through the transfer structure,subsequently reaching the deep soil layer and ensuring minimal impact on adjacent tunnels.The established simplified analysis method can be used for stress analysis of the transfer structure,concurrently considering soil stratification,pile foundation behavior,and plate action.The pile length,pile section size,and beam section size within the transfer structure should account for the characteristics of the upper load,ensuring an even distribution of the beam bending moment.

MIXED ENERGY METHOD FOR SOLUTION OF QUADRATIC PROGRAMMING PROBLEMS AND ELASTIC-PLASTIC ANALYSIS OF TRUSS STRUCTURES

A new algorithm for the solution of quadratic programming problems is put forward in terms ofthe mixed energy theory and is further used for the incremental solution of elastic-plastic truss structures.Themethod proposed is different from the traditional one,for which the unknown variables are selected just inone class such as displacements or stresses.The present method selects the variables in the mixed form withboth displacement and stress.As the method is established in the hybrid space,the information found in theprevious incremental step can be used for the solution of the present step,making the algorithm highly effi-cient in the numerical solution process of quadratic programming problems.The results obained in the exam-ples of the elastie-plastic solution of the truss structures verify what has been predicted in the theoretical anal-ysis.

Seismic elastic-plastic time history analysis and reliability study of quayside container crane

Quayside container crane is a kind of huge dimension steel structure,which is the major equipment used for handling container at modern ports.With the aim to validate the safety and reliability of the crane under seismic loads,besides conventional analysis,elastic-plastic time history analysis under rare seismic intensity is carried out.An ideal finite element(FEM) elastic-plastic mechanical model of the quayside container crane is presented by using ANSYS codes.Furthermore,according to elastic-plastic time history analysis theory,deformation,stress and damage pattern of the structure under rare seismic intensity are investigated.Based on the above analysis,the established reliability model according to the reliability theory,together with seismic reliability analysis based on Monte-Carlo simulation is applied to practical analysis.The results show that the overall structure of the quayside container crane is generally unstable under rare seismic intensity,and the structure needs to be reinforced.

Analysis of the elastic-plastic indentation properties of materials with varying ratio of hardness to Young’s modulus

The elastic-plastic indentation properties of materials with varying ratio of hardness to Young’s modulus(H/E) were analyzed with the finite element method. And the indentation stress fields of materials with varying ratio H/E on the surface were studied by the experiment. The results show that the penetration depth, contact radius, plastic pile-up and the degree of elastic recovery depend strongly on the ratio H/E. Moreover, graphs were established to describe the relationship between the elastic-plastic indentation parameters and H/E. The established graphs can be used to predict the H/E of materials when compared with experimental data.

Simplified analysis of frame structures with viscoelastic dampers considering the effect of soil-structure interaction

In this study, simplified numerical models are developed to analyze the soil-structure interaction(SSI) effect on frame structures equipped with viscoelastic dampers(VEDs) based on pile group foundation.First, a single degree-offreedom(SDOF) oscillator is successfully utilized to replace the SDOF energy dissipated structure considering the SSI effect.The equivalent period and damping ratio of the system are obtained through analogical analysis using the frequency transfer function with adoption of the modal strain energy(MSE) technique.A parametric analysis is carried out to study the SSI effect on the performance of VEDs.Then the equilibrium equations of the multi degree-of-freedom(MDOF) structure with VEDs considering SSI effect are established in the frequency domain.Based on the assumption that the superstructure of the coupled system possesses the classical normal mode, the MDOF superstructure is decoupled to a set of individual SDOF systems resting on a rigid foundation with adoption of the MSE technique through formula derivation.Numerical results demonstrate that the proposed methods have the advantage of reducing computational cost, however, retaining the satisfactory accuracy.The numerical method proposed herein can provide a fast evaluation of the efficiency of VEDs considering the SSI effect.

NEAR CRACK LINE ELASTIC-PLASTIC ANALYSIS FOR A FINITE PLATE LOADED BY TWO PAIRS OF ANTIPLANE POINT FORCES

In this paper, the improved near crack line analysis method proposed in Refs. [1]and [2] is used to investigate a center crack loaded by two pairs of antiplane pointforces in a finite plate in an elastic-perfectly plastic solid. And the analytical solutionsare obtained, thai is elastic-plastic stress fields near the crack line and the taw that thelength of foe plastic zone along the crack line is varied with an external loads and thebearing capacity of a finite plate with a center crack. The results of this paper aresufficiently precise near the crack line because the assumptions of the Small scaleyielding theory have not been used and no other assumptions have been taken.

Simplifi ed dynamic analysis to evaluate liquefaction-inducedlateral deformation of earth slopes: a computational fluid dynamics approach

Lateral deformation of liquefiable soil is a cause of much damage during earthquakes, reportedly more than other forms of liquefaction-induced ground failures. Researchers have presented studies in which the liquefied soil is considered as viscous fluid. In this manner, the liquefi ed soil behaves as non-Newtonian fl uid, whose viscosity decreases as the shear strain rate increases. The current study incorporates computational fl uid dynamics to propose a simplified dynamic analysis for the liquefaction-induced lateral deformation of earth slopes. The numerical procedure involves a quasi-linear elastic model for small to moderate strains and a Bingham fluid model for large strain states during liquefaction. An iterative procedure is considered to estimate the strain-compatible shear stiffness of soil. The post-liquefaction residual strength of soil is considered as the initial Bingham viscosity. Performance of the numerical procedure is examined by using the results of centrifuge model and shaking table tests together with some field observations of lateral ground deformation. The results demonstrate that the proposed procedure predicts the time history of lateral ground deformation with a reasonable degree of precision.

GENERAL FORM OF MATCHING EQUATION OF ELASTIC-PLASTIC FIELD NEAR CRACK LINE FOR MODE I CRACK UNDER PLANE STRESS CONDITION

Crack line field analysis method has become an independent method for crack elastic-plastic analysis, which greatly simplifies the complexity of crack elastic-plastic problems and overcomes the corresponding mathematical difficulty. With this method, the precise elastic-plastic solutions near crack lines for variety of crack problems can be obtained. But up to now all solutions obtained by this method were for different concrete problems, no general steps and no general form of matching equations near crack line are given out. With crack line analysis method, this paper proposes the general steps of elastic plastic analysis near crack line for mode I crack in elastic-perfectly plastic solids under plane stress condition, and in turn given out the solving process and result for a specific problem.

Discriminant Analysis of Liquor Brands Based on Moving-Window Waveband Screening Using Near-Infrared Spectroscopy

Partial least squares discriminant analysis (PLS-DA) with integrated moving-window (MW) waveband screening was applied to the discriminant analysis of liquor brands with near-infrared (NIR) spectroscopy. Luzhou Laojiao, a popular liquor with strong fragrant flavor, was used as the identified liquor brand (160 samples, negative, 52 vol alcoholicity). Liquors of 10 other brands with strong fragrant flavor were used as the interferential brands (200 samples, positive, 52 vol alcoholicity). The Kennard-Stone algorithm was used for the division of modeling samples to achieve uniformity and representativeness. Based on the MW-PLS-DA, a simplified optimal model set with 157 wavebands was further proposed. This set contained five types of wavebands corresponding to the NIR absorption bands of water, ethanol, and other micronutrients (i.e., acids, aldehydes, phenols, and aromatic compounds) in liquor for practical choice. Using five selected simple models with 4775 - 4239, 7804 - 6569, 6264 - 5844, 9435 - 7896, and 12066 - 10373 cm-1, the validation recognition rates were obtained as 99.3% or higher. Results show good prediction performance and low model complexity, and also provided a valuable reference for designing small dedicated instruments. The proposed method is a promising tool for large-scale inspection of liquor food safety.

NEAR CRACK LINE ELASTIC－PLASTIC ANALYSIS FOR A CRACK LOADED BY ANTIPLANE POINT FORCES

ＮＥＡＲ ＣＲＡＣＫ ＬＩＮＥ ＥＬＡＳＴＩＣ－ＰＬＡＳＴＩＣ ＡＮＡＬＹＳＩＳ ＦＯＲ Ａ ＣＲＡＣＫ ＬＯＡＤＥＤ ＢＹ ＡＮＴＩＰＬＡＮＥ ＰＯＩＮＴ ＦＯＲＣＥＳＷｕＣｈｅｎｇｐｉｎｇ（吴承平）；ＷａｎｇＣｈｅｎｇ（王成）（ＲｅｃｅｉｖｅｄＳ...

Simplified Method and Influence Factors of Vibration Characteristics of Isolated Curved Girder Bridge

The isolated curved girder bridge's vibration characteristics play a major part in the seismic responses of structures and anti-seismic properties.A clear analytic relationship between design parameters and the system's vibration characteristics could be established by its simplified dynamic analysis model,making it convenient for providing a reference to the optimization of design and safety analysis.A double-mass six-degree-of-freedom model for curved girder bridges with isolation bearings installed at the top of the bridge piers is built and a simplified analysis method for the vibration characteristics of the system is provided.Combined with the Matlab programming,the influences of radius of curvature,central angle,bridge deck width and damping ratio of the isolation layer and circular frequency of the isolation layer of isolated curved girder bridges on the pseudo-undamped natural circular frequency(called pseudo-frequency for short)and system damping ratio are systematically analyzed,and the sensitivity of vibration characteristics of isolated curved girder bridges is studied.The results show that the vibration characteristics of isolated curved girder bridges can be reflected well with this simplified model and calculation method.The pseudo-frequency of curved girder and system damping ratios increases with the increase of the isolation layer.The third-order vibration characteristic is more sensitive to the parameters of a curved girder,and the first-order vibration characteristic is sensitive to both central angle and radius of curvature to some extent while insensitive to the width of the bridge deck.Furthermore,the second-order vibration characteristic is not sensitive to the parameters of a curved girder.

HIGHER-ORDER ANALYSIS OF NEAR-TIP FIELDS AROUND AN INTERFACIAL CRACK BETWEEN TWO DISSIMILAR POWER LAW HARDENING MATERIALS

By means of an asymptotic expansion method of a regular series,an exact higher-order analysis has been carried out for the near-tip fields of an in-terfacial crack between two different elastic-plastic materials. The condition of planestrain is invoked. Two group of solutions have been obtained for the crack surfaceconditions: (1) traction free and (2) frictionless contact, respectively. It is found thatalong the interface ahead of crack tip the stress fields are co-order continuous whilethe displacement fields are cross-order continuous. The zone of dominance of theasymptotic solutions has been estimated.

Simplified criteria for diagnosing superficial esophageal squamous neoplasms using Narrow Band Imaging magnifying endoscopy

AIM To simplify the diagnostic criteria for superficial esophageal squamous cell carcinoma(SESCC) on Narrow Band Imaging combined with magnifying endoscopy(NBI-ME).METHODS This study was based on the post-hoc analysis of a randomized controlled trial. We performed NBI-ME for 147 patients with present or a history of squamous cell carcinoma in the head and neck, or esophagus between January 2009 and June 2011. Two expert endoscopistsdetected 89 lesions that were suspicious for SESCC lesions, which had been prospectively evaluated for the following 6 NBI-ME findings in real time: "intervascular background coloration"; "proliferation of intrapapillary capillary loops(IPCL)"; and "dilation", "tortuosity", "change in caliber", and "various shapes(VS)" of IPCLs(i.e., Inoue's tetrad criteria). The histologic examination of specimens was defined as the gold standard for diagnosis. A stepwise logistic regression analysis was used to identify candidates for the simplified criteria from among the 6 NBI-ME findings for diagnosing SESCCs. We evaluated diagnostic performance of the simplified criteria compared with that of Inoue's criteria.RESULTS Fifty-four lesions(65%) were histologically diagnosed as SESCCs and the others as low-grade intraepithelial neoplasia or inflammation. In the univariate analysis, proliferation, tortuosity, change in caliber, and VS were significantly associated with SESCC(P < 0.01). The combination of VS and proliferation was statistically extracted from the 6 NBI-ME findings by using the stepwise logistic regression model. We defined the combination of VS and proliferation as simplified dyad criteria for SESCC. The areas under the curve of the simplified dyad criteria and Inoue's tetrad criteria were 0.70 and 0.73, respectively. No significant difference was shown between them. The sensitivity, specificity, and accuracy of diagnosis for SESCC were 77.8%, 57.1%, 69.7% and 51.9%, 80.0%, 62.9% for the simplified dyad criteria and Inoue's tetrad criteria, respectively.CONCLUSION The combination of proliferation and VS may serve as simplified criteria for the diagnosis of SESCC using NBIME.

Synthesis identification analysis for closed loop system

The existing theories for closed loop identification with the linear feedback controller are very mature.To apply the existed theories directly in the control field,we propose a new idea about replacing the original unknown and nonlinear feedback controller with one approximated linear controller,while guaranteeing the equivalent property for the obtained closed loop system.Based on some statistical correlation functions,one condition is derived to show the equivalent property between the approximated linear controller and the original nonlinear controller.The detailed explicit form,corresponding to the approximated linear controller,is also constructed.Furthermore,to give a complete analysis for closed loop identification,the cost function is rewritten as one extended expression,being convenient to understand.Then spectral estimation is introduced to identify the unknown plant in the closed loop system.Finally,the proposed theories are verified by one simulation example.

Research on the Influencing Factors of Changes in Industrial Carbon Emissions in China: Based on Simplified D&L Model

The simplified D&L method with special properties required by ideal decomposition method was used to decompose the impact of carbon emission intensity,input-output technology,the final demand structure and the final demand level on changes in industrial carbon emissions in China during 1997-2012. The results showed that the final demand level which was the most important factor leading to the growth of carbon emissions performed a steadily and significantly positive and sustained effect. The carbon emissions intensity which was the only factor that led to the reduction in carbon emissions showed a negative effect. The input-output technology showed a positive effect. The final demand structure underwent a transition from a negative effect to a weak positive effect and finally to a positive effect. In order to achieve the goal of total carbon emission control,China should take some measures such as reducing direct carbon emission coefficient to strengthen the negative impact of carbon emission intensity. Meanwhile,China should implement some structural adjustment measures such as optimizing the final demand structure and reducing the proportion of industries with a great increase of influence coefficient to change the input-output technology and the final demand structure from the positive effect to the negative effect.

拉曼积分球光谱仪对盐水溶液中B(OH)_(3)的定量分析

不同溶液体系中硼的赋存形态及其化学分布规律一直以来是研究者关注的重点,它对深入开展硼酸盐溶液结构化学、过饱和非平衡态以及硼酸盐矿物沉积机制等研究具有重要的指导意义。针对目前拉曼光谱仪对溶液中硼氧配阴离子官能团响应信号弱、灵敏度低,不利于定量化视角阐述硼氧配阴离子间的作用机理等问题,研究了拉曼积分球光谱仪对硼酸溶液的定量分析方法,运用DOE部分因子实验设计,阐述了NaCl、MgCl_(2)、KCl和MgSO_(4)等共存盐类之间的交互作用对B(OH)_(3)拉曼定量分析的影响规律,建立了盐水溶液中B(OH)_(3)的Raman回归模型。结果表明,拉曼积分球光谱仪可显著增大硼酸溶液的拉曼光谱强度,提高信噪比,检出限为常规拉曼光谱的70倍,在0~6 g·L^(-1)硼酸线性范围内相关系数为0.9991,测定相对误差为-2.5%;盐水溶液中B(OH)_(3)含量经回归方程校正后相对误差绝对值小于3%,可用于低浓度硼酸的准确定量分析,也为定量化探究盐卤复杂体系中多硼物种化学形态分布规律提供一定借鉴。

地下管廊抗震研究现状综述

针对地下管廊工程建设高速发展、抗震减灾需求愈发凸显的现状,综述地下管廊抗震研究现状.首先,通过国内外以往的震害实例,对地下管廊的震害形式、震害影响因素及震害机理进行了系统性总结.其次,从拟静力试验和振动台试验两个方面总结了地下管廊抗震性能的试验研究现状.再次,总结了地下管廊抗震分析的简化分析方法、动力时程方法、地震易损性评估及减隔震技术的研究现状.最后,基于文献综述提出了目前地下管廊抗震研究亟待解决的问题并做出展望,以期促进地下管廊抗震研究的发展.研究表明:地下管廊在地震作用下的破坏形式主要有混凝土剥落、裂缝贯通、接缝错位或张开、管廊受剪断裂等;地震作用下地下管廊穿越非均匀场地时动力响应的放大效应显著,地下管廊穿越软硬交互等非均匀场地时的抗震性能研究值得重视;交叉节点是地下管廊的薄弱环节,交叉管廊的抗震设计方法研究值得关注;预制管廊接头易受到地震破坏,不同类型预制管廊接头的抗震性能研究需深入探索;城市大型地下管廊系统抗震性能受到不同交叉节点和不同管廊之间的交互影响,高效的地下管廊系统建模方法和高效的简化分析方法亟待研究;城市大型地下管廊系统地震易损性分析是重要的发展方向;地下管廊的减隔震技术值得发展.

混合联肢PEC墙结构简化力学分析模型及承载力计算

为克服钢筋混凝土墙肢底部易发生脆性破坏的缺点,提高联肢剪力墙结构的抗震性能,采用PEC剪力墙肢代替混合联肢剪力墙结构中的钢筋混凝土剪力墙肢,形成新型混合联肢PEC墙结构.通过改变钢连梁截面尺寸、PEC墙肢宽厚比以及楼层数形成3个系列共8个模型,研究了弹性耦连比和改变弹性耦连比的方式对混合联肢PEC墙结构滞回性能和应力分布的影响.结果表明:各个系列模型滞回曲线均饱满而稳定,未出现明显捏缩现象,证明混合联肢PEC墙结构抗震性能好、耗能能力强,适用于高烈度抗震设防地区;与已有联肢墙结构研究成果一致,弹性耦连比是影响混合联肢PEC墙结构整体性能的主要因素,并不会因为实现方式不同而影响结构应力分布规律;为保证结构达极限承载能力状态时各层钢连梁均发生剪切屈服并充分发展塑性,同时避免受拉侧墙肢发生延性较差的小偏心受拉破坏,应控制弹性耦连比小于等于70%;基于有限元模型分析结果,探讨了混合联肢PEC墙结构受力机理,建立了结构简化力学分析模型,给出了极限承载力计算公式;试验及有限元模型分析结果与理论计算结果误差在15%以内,且均为理论值偏低,证明本文提出的混合联肢PEC墙结构极限承载力计算公式精度较高且偏于安全,可用于计算结构极限承载力.

除冰气囊以及简化模型对气动特性影响研究

除冰气囊作为涡桨类飞机常用的除冰系统,评估其对全机气动特性的影响对飞行性能与安全有重要意义。基于某飞机上安装的气囊除冰系统,采用CFD方法模拟其工作时的全机气动特性,研究气囊简化模型对计算结果的影响。结果表明:随气囊膨胀高度增加,对全机气动特性影响显著,失速迎角提前约10°,最大升力系数损失近60%,最大升阻比降低约2.9;受膨胀气囊外形影响,机翼前缘呈展向流动特征,后缘流动分离区域长度与除冰气囊的安装长度相当;机翼前缘压力分布受膨胀气囊外形的影响出现震荡,从而影响整个翼面的压力分布;随简化气囊膨胀高度增加,失速迎角最大提前约1°,最大升力系数损失约21%,最大升阻比降低约2.2。

简化管束设备室整体临界安全分析方法研究

对处理溶液类易裂变材料设备室的整体临界安全分析,提出了简化管束设备室整体临界安全分析方法,保守地将设备室内盛装易裂变材料的管道的料液集中布置成为简化管束,并紧贴设备室内反应性最大的设备上,以全面保守地考虑管道对临界安全的影响。基于简化管束模型,针对地震工况下的管道位移,采用保守且合理的模型进行地震工况下设备室整体临界安全分析。计算结果表明,简化管束整体临界安全分析方法比按实际管道布置精细化建模的方法的计算分析过程更简便,是一种合理且保守的考虑管道的设备室整体临界安全分析方法。