Numerical modeling of MDOF structures with sliding supports using rigid‐plastic link     

A. Vafai  M. Hamidi  G. Ahmadi 《地震工程与结构动力学》2001,30(1):27-42

In this paper, the responses of multi‐degree‐of‐freedom (MDOF) structures on sliding supports subjected to harmonic or random base motions are investigated. Modeling of the friction force under the foundation raft is accomplished by using a fictitious rigid link which has a rigid–perfectly plastic material. This will result in identical equations of motion for the sliding structure, both in the sliding and non‐sliding (stick) phases which greatly simplifies the implementation of the method into a numerical algorithm. In this model the phase transition times are determined with high accuracy. This has two advantages: first, it prevents the so‐called high‐frequency oscillation of the relative velocity at the end of the sliding phase, and second, the time steps can be selected so that each falls exactly within one phase of motion. In this case, the stiffness matrix of the structure remains constant throughout each phase and thus any method for solving the non‐linear differential equations of motion (e.g. Newmark method) can be used without iteration. The proposed method, besides its simplicity, is numerically very efficient and considerably reduces the required analysis time compared with most of the other methods. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

竖向掏土纠倾孔周塑性区计算研究     

肖俊华  孙剑平 《岩土力学》2020,41(12):4073-4077

采用桩筏基础的高层建筑倾斜后,常采用竖向孔掏土进行地应力解除实现纠倾,工程设计与施工依据经验进行,缺乏理论指导。将一定深度处的竖向孔孔周应力重分布问题简化为平面应变问题,采用摩尔?库仑强度条件推导了塑性区半径的解析解。该解析解表明,塑性半径随土体抗剪参数的降低而增大,随掏土孔半径的增大而增大,随地应力的增大而增大。结合解析解的表达式,探讨了存在地下水、注水、抽水、循环掏土扰动等因素对塑性区半径的影响。最后用数值分析方法对该解析解进行模拟验证,表明公式的正确性与适用性。该研究成果对纠倾工程的设计与施工具有积极的指导作用。  相似文献   

Low cyclic fatigue and hysteretic behavior of U‐shaped steel dampers for seismically isolated buildings under dynamic cyclic loadings          下载免费PDF全文

Yu Jiao  Shoichi Kishiki  Satoshi Yamada  Diana Ene  Yoshinao Konishi  Yuuma Hoashi  Masao Terashima 《地震工程与结构动力学》2015,44(10):1523-1538

Energy dissipation devices are necessary for base‐isolated buildings to control the deformation in the isolation system and to dissipate the earthquake‐induced energy. U‐shaped steel dampers (also known as U‐dampers) dissipate energy through plastic deformation of specially designed U‐shaped steel elements. This type of device can be installed at several locations in the isolation system. U‐dampers have been widely used in Japan for different types of isolated structures, such as hospitals, plants and residential buildings, since the 1995 Kobe Earthquake. Previous research has used static tests to estimate the performance of U‐dampers. However, the ultimate plastic deformation capacities and hysteretic behaviors of full‐scale U‐dampers under dynamic excitations still remain unclear. In addition, it is unclear whether the initial temperature has an effect on the hysteretic behavior and plastic deformation capacity of U‐dampers. In this paper, two series of dynamic loading tests of U‐dampers were conducted to evaluate the issues described earlier. The major findings of the study are (i) the loading speed has little effect on the plastic deformation capacity of U‐dampers; (ii) method to evaluate the ultimate plastic deformation capacities of U‐shaped steel dampers of different sizes is established using a Manson–Coffin relation‐based equation that is based on the peak‐to‐peak horizontal shear angle γ_t, which is defined as the lateral deformation amplitude (peak‐to‐peak amplitude) divided by the height of the dampers; (iii) the loading rate and the initial temperature have a minimal effect on the hysteretic behavior of the U‐dampers; and (iv) a bilinear model is proposed to simulate the force‐deformation relationships of the U‐dampers. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

不同延性条件下框架柱塑性铰区箍筋抗剪能力试验研究     

管品武  王建强  刘立新 《世界地震工程》2005,21(2):31-35

允许钢筋混凝土框架柱端出现塑性铰但又不形成柱铰破坏机构是一个十分现实而又未得以很好解决的课题。通过10个钢筋混凝土框架柱构件抗震剪切抗力的试验研究,明确了加载全过程骶架柱构件中箍筋与混凝土的抗剪贡献及比例,分析了框架柱塑性铰区抗剪机理,为框架柱基于延性的抗震设计提供了试验依据。  相似文献   

Seismic plastic deformation in the free-field     

Chaojie Huang  Kenneth L. Fishman  Rowland Richards 《国际地质力学数值与分析法杂志》1999,23(1):45-60

An analytical solution for the free-field seismic elastoplastic deformation of granular dry soil is developed. This solution is possible since the stress field solution from pseudostatic analysis is known at any acceleration level. A plastic potential function with two plastic material parameters is suggested to model the soil. This model can describe both the volume dilation and contraction of soil under shearing. Closed-form deformation solutions are derived for two special cases and the results from a numerical evaluation of the solution are compared with those measured from shaking table tests. From the deformation solution the shape of the horizontal plastic displacement distribution with depth is identical to that for the elastic deformation since both depend only on the distribution of the elastic shear modulus. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

基于弹塑性损伤单元的RC框架结构的全过程分析     

刘阳冰  刘晶波 《地震工程与工程振动》2006,26(6):56-63

基于损伤力学和塑性理论建立了一种弹塑性损伤单元模型,并编制了基于此单元的RC平面框架非线性分析程序DAMAGE2D。算例表明,弹塑性损伤单元对RC框架非线性分析具有良好的精度。文中根据计算结果对RC框架结构进行了不同损伤阶段的划分。研究成果可用于基于pushover方法的结构抗震分析。  相似文献   

Trace-element heterogeneity in rutile linked to dislocation structures: Implications for Zr-in-rutile geothermometry     

Rick Verberne  Hugo W. van Schrojenstein Lantman  Steven M. Reddy  Matteo Alvaro  David Wallis  Denis Fougerouse  Antonio Langone  David W. Saxey  William D. A. Rickard 《Journal of Metamorphic Geology》2023,41(1):3-24

The trace-element composition of rutile is commonly used to constrain P–T–t conditions for a wide range of metamorphic systems. However, recent studies have demonstrated the redistribution of trace elements in rutile via high-diffusivity pathways and dislocation-impurity associations related to the formation and evolution of microstructures. Here, we investigate trace-element migration in low-angle boundaries formed by dislocation creep in rutile within an omphacite vein of the Lago di Cignana unit (Western Alps, Italy). Zr-in-rutile thermometry and inclusions of quartz in rutile and of coesite in omphacite constrain the conditions of rutile deformation to around the prograde boundary from high pressure to ultra-high pressure (~2.7 GPa) at temperatures of 500–565°C. Crystal-plastic deformation of a large rutile grain results in low-angle boundaries that generate a total misorientation of ~25°. Dislocations constituting one of these low-angle boundaries are enriched in common and uncommon trace elements, including Fe and Ca, providing evidence for the diffusion and trapping of trace elements along the dislocation cores. The role of dislocation microstructures as fast-diffusion pathways must be evaluated when applying high-resolution analytical procedures as compositional disturbances might lead to erroneous interpretations for Ca and Fe. In contrast, our results indicate a trapping mechanism for Zr.  相似文献   

水产动物中的微塑料及其对人健康的潜在危险性          下载免费PDF全文

王娜  张士璀 《海洋科学》2023,47(6):124-129

塑料的大量生产和使用导致其在自然界积累,并在各种环境因素作用下裂解,产生粒径小于5 mm的碎片和颗粒,即微塑料,全球的水生生态系统都发现有一定程度微塑料污染。各种水生动物,包括人类经常食用的鱼、虾和贝类等水产动物,都不可避免摄入微塑料,并通过食物链传递给人。微塑料中含有添加剂,其表面可以吸附周围环境的化学物质甚至微生物。动物和人摄入微塑料,可通过胃肠道转移到其他器官,给健康造成潜在危害,受到学术界越来越多的关注。作者从水产动物中的微塑料、人体暴露途径和潜在毒性3个方面,对水产食物链中的微塑料及其对人健康的潜在危险的研究进展做了简要概述。  相似文献