舰空导弹飞行试验目标毁伤部位计算方法

为解决海上靶场舰空导弹拦截目标飞行试验中战斗部毁伤效果分析困难的问题,提出计算战斗部破片毁伤目标部位的方法。该方法依据杆条或聚集破片战斗部动态飞散角的唯一性,利用外弹道光学同帧画幅测量数据、目标几何参数等计算动态飞散角进而确定毁伤部位。在建立相关数学模型的基础上给出计算方法的原理和步骤,并利用蒙特卡洛统计法仿真分析相关测量因素对毁伤部位计算精度的影响。仿真结果表明：在双站单侧布站合理、经纬仪测角精度和采样周期一定的情况下,同帧画幅获取数量以及事后画幅判读误差对计算精度影响较大。结论是：目标毁伤部位计算方法正确,计算精度可以满足舰空导弹飞行试验毁伤效果分析需要。     

某门式轻钢厂房加固及分析

结合工程实例,详细叙述了某门式轻钢厂房加固及分析过程,首先对工程现场检测情况进行描述,接着进行了加固方法选取及优化,并给出可行的加固措施和建议,以期为其他类似工程提供借鉴。     

Seismic performance of reinforced concrete shear wall frames considering soil–foundation–structure interaction

A practical application of ‘beam on nonlinear Winkler foundation’ approach has been utilized in this paper for a case study on seismic performance of concrete shear wall frames to assess the soil–foundation–structure interaction effects. A set of 3‐, 6‐, 10‐ and 15‐story concrete shear wall frames located on hypothetically soft, medium and hard soils were designed and modeled using the OpenSees platform. The numerical model of each frame was constructed employing the distributed and lumped plasticity elements as well as the flexure–shear interaction displacement‐based beam–column elements incorporating the soil–footing interface. Pushover analysis was performed, and the results were studied through two code‐based viewpoints: (a) force‐based design and (b) performance‐based design. A comparison was made afterwards between the frame behaviors in the fixed‐/flexible‐base conditions. The results indicate some degree of inaccuracy in the fixed‐base assumption, which is regularly applied in analysis and design practice. The study emphasizes on how the fixed‐base assumption overestimates the design of the wall element and underestimates the design of the connected moment frame. Copyright © 2012 John Wiley & Sons, Ltd.     

Evaluation of deflection amplification factor in steel moment‐resisting frames

Steel moment‐resisting frames (SMRFs) are the most common type of structural systems used in steel structures. The first step of structural design for SMRFs starts with the selection of the structural sections on the basis of story drift limitation. ASCE 7 (2010) requires that the inelastic story drifts be obtained by multiplying the deflections determined by elastic analysis under design earthquake forces with a deflection amplification factor (C_d). For special moment‐resisting frames, C_d is given as 5.5 in ASCE 7 (2010). Lower C_d values will increase the overall inelastic response of the structure. On the other hand, the inelastic response of the structure is expected to be less severe when designed for higher C_d values. The performance objective is that the structure should sustain the inelastic deformation demand imposed due to design earthquake ground motions. This study aims at investigating the inelastic seismic response that low‐rise, medium‐rise and high‐rise SMRFs can experience under design earthquake ground motions and maximum considered earthquake (MCE) level ground motions and evaluating the deflection amplification factors (C_d) for SMRFs in a rational way. For this purpose, nonlinear dynamic time history and pushover analyses will be carried out on SMRFs with 4, 9 and 20 stories. The results indicate that the current practice for computing the inelastic story drifts for SMRFs is rational and the frames designed complying with the current code requirements can sustain the inelastic deformations imposed during design earthquake ground motions when seismically designed and detailed. Copyright © 2013 John Wiley & Sons, Ltd.     

MPEG-2全I帧压缩流的高清视频质量客观评价研究

主要研究对MPEG-2全I帧压缩的高清视频码流客观质量评价的方法,对不同码率的全I帧高清测试序列在压缩域进行压缩特征参数码率和平均量化因子的提取,并对其进行加权,得到客观质量评价值。实验结果表明,设计的视频质量客观评价系统得到的结果与主观评价具有较好的一致性,可用于MPEG-2全I帧压缩的高清视频质量评价。     

钢梁-钢筋混凝土柱梁柱节点的设计模型

通过分析钢筋混凝土柱-钢梁(RCS)梁柱节点试验和有限元分析结果,对P-M模型进行了修正,提出内混凝土考虑承压变形和剪切变形的节点设计模型.该模型认为RCS节点变形是三维空间变形,应将内混凝土、外混凝土分开,分别按处于平面应变状态来处理,内混凝土变形大于外混凝土变形,除了剪切变形之外,内混凝上还有很大承压变形.基于设计...     

大口径多维调整反射镜架的设计及精度分析

设计了一种能够满足大光斑激光传输的大口径的激光反射镜架,给出满足多维调整使用要求的设计方案,分析了调整架的理论精度、实际精度,分析了误差产生的原因,并根据使用要求对调整架进行了精度设计,进行符合实际的精度分配,使设计满足使用和加工的要求。     

某超高层办公楼钢结构设计

中石油驻乌鲁木齐企业联合生产指挥中心基地生产区办公主楼是抗震设防烈度为8度的超高层钢结构建筑,总高度146.1 m,地下2层,地上36层,采用钢框架-支撑体系,其中1层-4层为型钢混凝土结构.介绍了设计过程中对上部结构选型、抗震设计及计算、钢材选材、节点连接方式、支撑布置等问题的探讨及选择.     

抗弯钢框架P-Δ效应稳定系数的应用

为分析抗弯钢框架中的P-Δ效应,提出2个稳定系数。在弹性阶段,弹性稳定系数θme是框架的基本周期、振型的函数。在塑性阶段,非弹性稳定系数θmi仍与基本周期、振型有关,通过回归分析得到。结果表明:使用这两个稳定系数,可精确模拟考虑P-Δ效应的钢框架荷载-位移曲线,包括:初始刚度、强度、后屈服刚度等。以22个抗弯框架为例,验证稳定系数的正确性。     

Pushdown resistance as a measure of robustness in progressive collapse analysis

This paper presents a technique termed ‘pushdown analysis’ that can be used to investigate the robustness of building systems by computing residual capacity and establishing collapse modes of a damaged structure. The proposed method is inspired by the pushover method commonly used in earthquake engineering. Three variants of the technique, termed uniform pushdown, bay pushdown and incremental dynamic pushdown, are suggested and exercised using nonlinear analysis on 10-story steel moment frames designed for moderate and high levels of seismic risk. Simulation results show that the frame designed for high seismic risk is more robust than the corresponding one designed for moderate seismic risk. The improved performance is attributed to the influence of seismic detailing, specifically, the presence of reduced beam sections and stronger columns. It is shown that the dynamic impact factors associated with column removal are significantly lower than the commonly used value of 2.0 and are in line with lower values in the guidelines recently proposed by the US Department of Defense. The study suggests that seismic ‘fuses’ can play a role in the design for robustness and a discussion of the implications of this observation is provided.