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11.
柔度法纤维模型在方钢管混凝土柱滞回仿真中的应用 总被引：2，自引：0，他引：2
本文编制了基于二阶柔度法纤维模型梁柱单元的矩形钢管混凝土框架结构非线性分析程序,采用虚拟阶步法和改进的滞回路径追踪方法消除了其中截面切线刚度矩阵奇异时无法求逆的隐患,提高了算法的稳定性.运用此程序对矩形钢管混凝土柱进行滞回仿真,并与试验结果对比,结果表明:柔度法纤维模型梁柱单元可以有效解决框架结构的几何非线性问题和压弯耦合的材料非线性问题,使用较少的单元数量就可以得到较准确的计算结果;本文所采用的改进措施切实有效,保证了程序的稳定性. 相似文献
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An extension of an existing analytical solution for the response of a flexible retaining wall subjected to seismic loading is presented. The solution is based on the assumption that the wall and the soil remain elastic and that there are no shear stresses at the wall–soil interface while the contact remains tied. In addition to the wall displacements due to bending, the wall can experience rigid‐body motions due to rotation and horizontal and vertical movements. The solution is verified by comparing its results with those of a finite element method. Results from the analytical solution together with those of the (FEM) are used to identify and quantify the relative importance of key parameters on the seismic response of a wall. The study shows that wall flexibility and horizontal rigid‐body motions of the wall and frequency content of the seismic input have a significant effect on the wall loads. The pressures behind a rigid wall decrease as the wall rotates about its base, whereas for a flexible wall, the soil pressures decrease as the friction between the backfill and the wall increases. The rigid‐body vertical movements of a wall have little impact on the dynamic pressures induced in the wall, except for a flexible wall where, when prevented, the dynamic loads may be reduced. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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《Norsk geografisk tidsskrift. Norwegian journal of geography》2012,66(5):271-281
The article explores processes of restructuring firms in the Norwegian hotel industry in the light of constant negotiations between neoliberalisation and countermeasures in the social-democratic welfare state, and the effects of this restructuring on labour. Inspired by scholarship on neoliberal restructuring, the article examines how competitive strategies in the hotel industry are shaped by intensified competition, by the interface of industry regulations, labour market regulations, and social security, and by the labour movement. Social-democratic welfare states are not insulated from neoliberal currents in either accumulation or regulation, and the concept of socially managed flexibility proves helpful in examining regulatory resistance to neoliberalisation. As in other advanced economies, the Norwegian hotel industry faces increased competition through intensification of labour efforts and strategies to increase flexibility, especially numerical flexibility aimed at cutting costs. Norwegian labour market regulations to some extent curb numerical flexibility for cost-cutting purposes, and the centralised labour movement plays an important role in this regard. Nonetheless, the hotel industry has found room to manoeuvre. The article reveals the state's difficulties in managing flexibility in a way that permits numerical flexibility, yet prevents cost-cutting that leads to intensified labour efforts at the lower end of the service sector. 相似文献
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The concept of polynomial‐fraction approximation is explored in this article to develop a nested type of systematic lumped‐parameter model for unbounded soil. Based on the optimal coefficients determined from the flexibility formulation, the reciprocal of the polynomial‐fraction is first taken to represent the dynamic stiffness function of foundation and then decomposed into a linear polynomial and another polynomial‐fraction. The nested division introduced in this study is operated to generate a nested form for this decomposed polynomial‐fraction, which directly corresponds to a nested discrete‐element model. The nested type of lumped‐parameter model is then easily constructed by connecting this nested discrete‐element model in series with another simple discrete‐element model corresponding to the linear polynomial. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
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In recent years, Structural Health Monitoring (SHM) has emerged as a new research area in civil engineering. Most existing
health monitoring methodologies require direct measurement of input excitation for implementation. However, in many cases,
there is no easy way to measure these inputs - or alternatively to externally excite the structure. Therefore, SHM methods
based on ambient vibration have become important in civil engineering. In this paper, an approach is proposed based on the
Damage Location Vector (DLV) method to handle the ambient vibration case. Here, this flexibility-matrix-based damage localization
method is combined with a modal expansion technique to eliminate the need to measure the input excitation. As a by-product
of this approach, in addition to determining the location of the damage, an estimate of the damage extent also can be determined.
Finally, a numerical example analyzing a truss structure with limited sensors and noisy measurement is provided to verify
the efficacy of the proposed approach.
Sponsored by: Notional Science Foundation Grant CMS 99-00234 相似文献
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This paper presents a fibre beam–column element for the non-linear static and dynamic analysis of reinforced concrete frames. It is assumed that plane sections remain plane and normal to the longitudinal axis. The effects of shear and bond-slip are, thus, presently neglected. The non-linear hysteretic behaviour of the element derives from the constitutive relations of concrete and reinforcing steel fibres into which each section is divided. The element formulation is flexibility-based and relies on force interpolation functions that strictly satisfy the equilibrium of bending moments and axial force along the element. Since the element does not make use of displacement interpolation functions, an iterative algorithm is needed for the determination of the resisting forces during the element state determination. The proposed algorithm is accurate and stable, even in the presence of strength loss, and is, thus, capable of tracing very well the highly non-linear behaviour of R/C members under cyclic load combinations of bending moment and axial force. 相似文献
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In this paper a new nondestructive damage identification method is introduced. The method based on flexibility matrix can be used to detect and locate structm＇al damage and evaluate the severity of damage in legs of jacket platforms by modal parameters of a structure. With the modal data for only the few lower modes in both the intact and damaged states, the one-dimensional and two-dimensional distributed curvatures can be used to analyze damage location and the severity. Instead of directly comparing the curvatures before and ＇after damage, the method here uses modal parameters only in the damaged structure to detect the damage and it consists of three parts. First, ilexibility matrix is obtained by use of the absolute maximum in each column. Second, because the legs of jacket platforms are the pipe-like structure, the circumferential flexibility curvature matrix is obtained by use of the circular curvature. At last, equivalent curvature ratio is defined and the curve meaning equivalent curvature ratio and the severity of damage relationship for one element is given through the data of damage severity from ten percent to ninety percent by numerical simulation. Many existing damage detection methods need two steps, locate the damage firstly and evaluate the severity of the damage. However, the method present- ed! in this paper can locate and then evaluate the severity of damage at the same time. The numerical analysis results in- dicate that the present method is effective, useful and only need the first and the second mode data of the structure. 相似文献
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