某锚索抗滑桩板墙工程补强措施及负效应初探          下载免费PDF全文

和曙泉  徐国民 《探矿工程》2012,39(9):75-79

介绍了高填方边坡治理工程补强措施,针对补强措施的负效应问题进行了力学分析,从岩土及工程力学角度探讨了负效应产生的原因,并就构件安全性及负效应的控制问题提出了个人见解。  相似文献   

钢筋混凝土梁正截面率相关特性分析   总被引：1，自引：0，他引：1  

肖诗云  许东 《地震学刊》2012,(2):152-157

根据混凝土单轴动力特性试验,对规范给出的混凝土应力—应变关系表达式进行了修正,引入了应变率的影响,并利用修正的表达式对钢筋混凝土梁的开裂弯矩、开裂曲率、极限弯矩和极限曲率进行了数值分析。分析考虑2种情况：①只考虑混凝土的动态特性;②既考虑混凝土的动态特性,也考虑钢筋的动态特性。结果表明,对于适筋梁,混凝土的动态特性对梁的开裂弯矩、开裂曲率、极限弯矩和极限曲率的影响很小,但是钢筋的动态特性的影响比较大;而对于超筋梁,混凝土的动态特性和钢筋的动态特性对梁的开裂弯矩、开裂曲率、极限弯矩和极限曲率都有显著影响。  相似文献   

Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns     

Hugo Rodrigues  Humberto Varum  António Arède  Anibal Costa 《地震工程与工程振动(英文版)》2012,11(4):553-566

The performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared. The models studied are classified into two categories according to the nonlinearity distribution assumed in the elements: lumped-plasticity and distributed inelasticity. For this study, results of tests on 24 columns subjected to cyclic uniaxial and biaxial lateral displacements were numerically reproduced. The analyses show that the global envelope response is satisfactorily represented with the three modelling strategies, but significant differences were found in the strength degradation for higher drift demands and energy dissipation.  相似文献   

A finite element cable model and its applications based on the cubic spline curve     

方子帆  贺青松  向兵飞  肖化攀  何孔德  杜义贤 《中国海洋工程》2013,27(5):683-692

For accurate prediction of the deformation of cable in the towed system, a new finite element model is presented that provides a representation of both the bending and torsional effects. In this paper, the cubic spline interpolation function is applied as the trial solution. By using a weighted residual approach, the discretized motion equations for the new finite element model are developed. The model is calculated with the computation program complier by Matlab. Several numerical examples are presented to illustrate the numerical schemes. The results of numerical simulation are stable and valid, and consistent with the mechanical properties of the cable. The model can be applied to kinematics analysis and the design of ocean cable, such as mooring lines, towing, and ROV umbilical cables.  相似文献   

Creep behavior of microbiotic crust     

ZhenTing Wang  XiaoJing Zheng  FaHu Chen  Tao Wang 《寒旱区科学》2009,1(4):0356-0360

The creep behavior of microbiotic crust at room temperature was revealed by the creep bending tests of cantilever beam under constant-load conditions.The variation in the deflection with time can be depicted well by a standard creep curve.Creep rupture is a fundamental failure mechanism of microbiotic crust due to creep.A simple theory was then applied to describe this new me-chanical behavior.The existence of creep phenomenon brings into question the validity of widely used methods for measuring the strength of microbiotic crust.  相似文献   

The structural behaviour of timber joints subjected to bi‐axial bending     

Wen‐Shao Chang  Jonathan Shanks  Akihisa Kitamori  Kohei Komatsu 《地震工程与结构动力学》2009,38(6):739-757

This study investigates the structural performance of interior, exterior and corner traditional timber joints found in a traditional temple in Japan subjected to bi‐axial bending. A total of 36 half‐scale specimens were fabricated and tested under both uni‐axial and bi‐axial cyclic bending for comparison of their structural behaviour. The results show that the corner joints exhibit lower rotational stiffness than the interior and exterior joints. Further, connections subjected to only uni‐axial moments exhibit better performance with regard to moment resistance, energy dissipation and stiffness degradation as compared with those subjected to bi‐axial moments. Hence, this study suggests that if the timber joints are subjected to bi‐axial bending, this effect on timber joints should be considered during the design and evaluation process in the future. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

曲线桥抗震传递矩阵法     

孙建鹏  李青宁 《世界地震工程》2009,25(4)

本文考虑曲线梁桥在竖直方向的弯扭耦合以及水平方向的弯曲、轴向变形,导出了曲线梁单元竖直方向和水平方向的传递矩阵.给出了用传递矩阵法计算曲线梁桥竖直方向和水平方向的振动频率、振型、地震内力和变形的计算公式和步骤,并运用传递矩阵法对单跨简支桥进行了地震反应分析.算例表明,本文方法简单、具有较高精度和效率,可用于曲线梁桥抗震设计.  相似文献   

考虑轴力弯矩耦合的截面随动强化恢复力模型     

陈永盛  吴斌  潘天林 《地震学刊》2014,(3):336-341

截面层次的恢复力模型能兼顾计算精度与计算效率,为此在梁-柱单元中得到了广泛的应用。但目前给定＂轴力-弯矩-曲率＂的截面恢复力模型无法灵活考虑轴力与弯矩的耦合作用;采用屈服面的截面恢复力模型尚未考虑截面强化效应。提出了基于屈服面的截面随动强化恢复力模型及其积分方法,首先依据截面屈服面建立了截面随动强化恢复力模型,然后依托塑性理论,进行截面状态确定和本构关系积分。最后利用所提出的恢复力模型进行了悬臂柱的静力往复分析。结果表明：（1）所选用的截面恢复力模型能很好考虑轴力存在对弯矩的影响;（2）该模型具有随动强化的特性;（3）在精度上接近纤维截面所用的单轴材料随动强化模型。  相似文献   

利用GPS掩星弯曲角确定对流层顶高度     

高攀  徐晓华  张小红  吕翠仙 《武汉大学学报(信息科学版)》2012,37(12):1417-1420

利用COSMIC提供的GPS无线电掩星观测数据,从掩星弯曲角廓线出发确定对流层顶高度,并分别与对应的掩星温度廓线确定的温度最低点对流层顶(cold point tropopause,CPT)和温度递减率对流层顶(lapse rate tropopause,LRT)、无线电探空(距离掩星事件300km以内、观测时间差异3h以内)温度廓线确定的CPT和LRT进行了对比。  相似文献   

剪力键支护体系的构想及模型试验研究     

申翃  李晓  雷美清  徐文博  余秀玲 《岩土力学》2019,40(7):2574-2580

针对深大基坑支护工程中存在的问题提出了一种新型的支护形式-剪力键支护体系,由竖直桩和斜向支撑的剪力键构成。通过模型试验,对剪力键组和单排悬臂桩组分别量测了不同开挖深度时的桩顶水平位移及桩身内力,同时进行了有限元的数值模拟。结果表明剪力键组的桩顶最大水平位移约为悬臂组的1/10,桩身最大弯矩值约为悬臂组的一半左右。剪力键支护体系具有更大的刚度,能够有效减小桩顶位移及桩身最大弯矩,且耗材相对较少,支护深度较大,占据空间较少,不影响主体地下室施工,可节约工期和成本,为深大基坑的支护提供了新的型式。  相似文献