Object–Oriented Enterprise Modeling and Simulation of AEC Projects

In this paper we describe an object–oriented framework for developing enterprise models of Architecture, Engineering, Construction projects, and a methodology for formalizing these models such that they can be used for discrete event simulation of information processing and coordination in project execution. The simulation results can be used to predict the probable effects of carrying out proposed changes in planning and managing projects.
In our enterprise modeling framework we represent engineering design projects in terms of deliverables (requirements and solutions), plans (activities and process relations), and organization (participants and organizational relations). The resulting project model is the starting point for identifying coordination requirements between project team participants. Our methodology uses matrix techniques derived from qualtiy function deployment (QFD) to identify interactions between project requirements and solutions and calculate measures of product complexity . We then describe information flow between project activities in a similar matrix and calculate measures of process uncertainty . Finally, we identify the responsibilities of project team members and use a matrix to point out organizational interdependencies .
We apply our framework and methodology to model and simulate engineering design for a major extension of an electrical power substation. Our simulation results demonstrate how project performance is contingent on the fit between the project policies and the objectives and preferences of the project team.     

幕墙中埋件节点类型探讨

对幕墙结构中常见的8种钢结构埋件节点以及不同节点连接形式的受力特点进行了介绍和分析,探讨了节点的工作机理、力学性能和优缺点。说明所列举的不同构造形式的埋件节点均满足实际工程中不同连接形式的需要,为工程设计中应用提供了有益的参考,同时针对埋件节点的工程设计提出了一些建议。     

砖混结构屋顶构架的抗震计算

本文通过对非结构构件地震作用计算的分析和实例计算 ,介绍用“建筑结构三维分析与设计软件 TAT”,对砖混结构屋顶构架进行抗震计算的方法     

混凝土中钢筋锈蚀的电化学检测方法

综合分析了混凝土中钢筋锈蚀的非破损检测方法，在此基础上，着重剖析了常用电化学检测方法的优缺点、适用场合及其应用情况，指出了今后的发展方向。     

屈曲约束支撑极限承载力研究方法探讨

屈曲约束支撑极限承载力的研究方法目前集中在试验和理论分析方面,这些技术都是基于对实际结构进行大量的假设和简化,但简化和假设很难完全符合实际,特别是对于支撑的约束条件以及初始缺陷等会影响结构极限承载力的因素。提出用有限元技术来研究初始几何缺陷对屈曲约束支撑极限承载力的影响,以其与试验和理论相佐证。     

Relations of calculated and actual settlement of a thawing foundation bed

Conclusions 1. The dependence of relative compression of thawing soil on pressure is nonlinear, and it is in agreement with views on the nature of deformation of thawing soil. A dominance of natural pressure in the total load on a foundation bed permits one to use the method of unit summation in calculating settlement of nonlinearly deformable soil. Such calculations, as compared with the linear formulas employed in SNiP, give better agreement with actual settlement.2. In calculating settlement of thawing foundation beds, we need differential consideration of soil compressibility with depth, since the combination of genetic features of frozen ground and the increasing natural pressure with depth may create a different inhomogeneity in the foundation bed.Yakutniproalmaz, Mirnyi. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 18–21, January–February, 1975.