项目成员工作幸福感:内涵、结构与测量

针对工程建设领域项目组织的特点,阐述了项目成员工作幸福感的内涵,从主观幸福感和心理幸福感两个方面建立了项目成员工作幸福感的结构维度,包括工作中的人际关系、工作旺盛感、工作胜任感、工作认可度、工作投入度、工作满意度和工作中的积极情绪 7 个维度,并研究开发了测量量表。通过编制调研问卷在预调研基础上对题项进行修订得到正式问卷,正式调研共获得 540 个有效样本,分成两组分别进行探索性因子分析和验证性因子分析,通过实证检验,最终得到项目成员工作幸福感本土的测量量表。研究结果表明,该测量量表具有良好的信度和效度,可以为项目成员工作幸福感的相关研究提供理论依据。     

铸铝承托弓构件力学性能试验与模拟分析

铸铝构件采用现场随机取样,制作成标准试件,进行铸铝构件拉伸力学性能、布氏硬度、化学成分分析试验。试验结果表明,铸铝构件抗拉强度偏低,断后伸长率较小,材料具有脆性特征。根据试验结果,采用数值模拟方法,在雪荷载作用下,模拟公交候车亭铸铝承托弓构件断裂机理,理论计算与试验结果吻合。研究结果为公交候车亭铸铝承托弓构件断裂事故处理提供科学依据。     

Zentrische Druckversuche an schlanken UHPC‐Stützen

Axial compression tests on slender columns – unreinforced slender columns: a taboo? – Debate on potential and risk Within the project of the Priority Programme (SPP) 1542 ”Concrete light“, which is funded by the German Research Foundation (DFG), unreinforced UHPC columns with square and rectangular cross‐section were tested under axial compression in the subproject ”Cross sectional adaption for rod‐shaped elements in compression“. The results were compared with test series of other researchers. The focus of the study was on the buckling behavior of columns with different conditions of end support. A hinged and a fixed support have been applied for these experiments. In addition to an analysis of the failure process, the results were compared with the Euler buckling load and the normal stress in consideration of second‐order effects. Concluding, advantages and disadvantages of both approaches are presented, compared, and discussed.     

Earthquake-induced net section fracture in brace connections — experiments and simulations

Results from six tests, finite element simulations and a synthesis of previous test programs on slotted end bracing connections are presented. The main objective of the research is to examine the deformation capacity of these connections, with the ultimate objective of minimizing the requirement for net section reinforcement that is often inconvenient from the perspective of fabrication. The experiments and simulations feature commonly used pipe specimens and end details. The main parameters investigated include the gusset plate thickness, the slot length and introduction of a wrap-around weld that eliminates the reduced section at the edge of the gusset plate. The results indicate that even without reinforcement, the connections offer adequate to excellent deformation capacity if they are provided with the wrap-around weld or if the net section strength is larger than the gross yield strength. This may be achieved in situations where shear lag in the connection is minimal, and where the area reduction due to the slot is small relative to the gross area. Design considerations are presented along with limitations of the study.     

Analysis and behavior of steel storage drive-in racks

This work presents a general analysis of drive-in racks, evaluating the influence of each of their components on global stability. In this study, a full-scale test of a drive-in system was carried out. Finite element models were also developed to evaluate global structural stability and component influence on system behavior. The experimental and numerical results show that the connections and base plates have the most significant influence on the system's behavior. This influence is analyzed, an equation that predicts base plate resistance is then proposed, and its results are compared with experimental and numerical results.     

钢筋混凝土受弯剪扭构件的最小配筋率

根据适用于弯剪扭构件最小配筋率的界限条件,推导得出受扭钢筋最小配筋率的计算表达式。在一般房屋结构构件常用范围内,将计算结果与我国《混凝土结构设计规范》(GB50010—2002)的规定分析对比,并提出修改该规范有关条文的建议。     

远雄国际广场结构设计

对一在建181m高层建筑结构设计进行总结,工程采用型钢混凝土框架-混凝土筒体的混合结构。考察了伸臂桁架用于加强层的作用,分析了顶部40m高构架的影响,对节点设计进行了介绍。     

露天日照条件下钢结构构件的温度场分析

在钢结构设计中,分析结构温度效应、确定施工合拢温度的难点在于确定温度场分布。为了提出一种计算露天日照条件下钢结构构件温度场分布的方法,采用CFD数值模拟,运用Gambit软件进行建模,Fluent软件进行有限元求解,计算出工字型、箱形构件在北京2009年5月12日各个测温时刻的温度场。通过数值模拟计算结果与相应试验测温数据的对比,验证了所提分析方法的有效性。通过算例,分析讨论了影响钢结构构件温度场的各个因素,为工程设计提供参考。     

碳纤维在桥梁加固中的应用

根据目前碳纤维增强材料（CFRP）加固混凝土的理论,论述了碳纤维片材粘贴到混凝土表面用于结构补强与加固的技术特点,对其抗弯承载力计算进行了分析,并介绍了碳纤维在桥梁加固工程中的应用。     

断线工况对输电铁塔重量的影响

对110kV单回路输电线路铁塔进行结构设计时,为了弄清楚断线工况对铁塔重量的影响程度以及断线工况所控制的杆件位置及类型,首次计算并未考虑断线工况对铁塔的影响,并得到了满应力计算结果。第二次计算时,通过追加断线工况荷载,验算了首次满应力计算结果,并得到了断线工况所控制的杆件位置及类型。对比两次计算最终结果,得到了断线工况对铁塔重量的影响程度。