Auxiliary Software for Defining the Parameters of the Structural Organization of a Complex System

The developed auxiliary software serves to simplify, standardize and facilitate the software loading of the structural organization of a complex technological system, as well as its further manipulation within the process of solving the considered technological system. Its help can be especially useful in the case of a complex structural organization of a technological system with a large number of different functional elements grouped into several technological subsystems. This paper presents the results of its application for a special complex technological system related to the reference steam block for the combined production of heat and electricity.

3D Digital Design of Cranes' Structures Based on Hybrid Software Architecture

3D digital design for cranes’ structures based on hybrid software architecture of Client/Server and Browser/Server is introduced in this paper. Based on Pro/ENGINEER platform,3D parametric model family is built to allow generation of feasible configurations of cranes’ structures in Client/Server framework. Taking use of Visual C++,the second exploiting software kit provided by Pro/ENGINEER and ANSYS GUI/APDL modeling patterns,an integration method of 3D CAD and CAE is achieved,which includes regeneration of 3D parametric model,synchronous updating and analysis of FEA model. As in Browser/Server framework,the 3D CAD models of parts,components and the whole structure could also be displayed in the customer’s browser in VRML format.

An Educational GUI-Based Software for Dynamic Analysis of Framed Structural Models

This paper introduces a new version of the open-source educational software, LESM (Linear Elements Structure Model), developed in MATLAB for structural analysis of one-dimensional models such as frames, trusses, and grillages. The updated program includes dynamic analysis, which incorporates inertial and damping effects, time-dependent load conditions, and a transient solver with multiple time integration schemes. The software assumes small displacements and linear-elastic material behavior. The paper briefly explains the theoretical basis for these developments and the reorganization of the source code using Object-Oriented Programming (OOP). The updated Graphical User Interface (GUI) allows interactive use of dynamic analysis features and displays new results such as animations, envelope diagrams of internal forces, phase portraits, and the response of degrees-of-freedom in time and frequency domain. The new version was used in a structural dynamics course, and new assignments were elaborated to improve students’ understanding of the subject.

An Approach to Detect Structural Development Defects in Object-Oriented Programs

Structural development defects essentially refer to code structure that violates object-oriented design principles. They make program maintenance challenging and deteriorate software quality over time. Various detection approaches, ranging from traditional heuristic algorithms to machine learning methods, are used to identify these defects. Ensemble learning methods have strengthened the detection of these defects. However, existing approaches do not simultaneously exploit the capabilities of extracting relevant features from pre-trained models and the performance of neural networks for the classification task. Therefore, our goal has been to design a model that combines a pre-trained model to extract relevant features from code excerpts through transfer learning and a bagging method with a base estimator, a dense neural network, for defect classification. To achieve this, we composed multiple samples of the same size with replacements from the imbalanced dataset MLCQ1. For all the samples, we used the CodeT5-small variant to extract features and trained a bagging method with the neural network Roberta Classification Head to classify defects based on these features. We then compared this model to RandomForest, one of the ensemble methods that yields good results. Our experiments showed that the number of base estimators to use for bagging depends on the defect to be detected. Next, we observed that it was not necessary to use a data balancing technique with our model when the imbalance rate was 23%. Finally, for blob detection, RandomForest had a median MCC value of 0.36 compared to 0.12 for our method. However, our method was predominant in Long Method detection with a median MCC value of 0.53 compared to 0.42 for RandomForest. These results suggest that the performance of ensemble methods in detecting structural development defects is dependent on specific defects.

Tekla Structure软件在CCTV主楼钢结构深化设计中的应用

中央电视台新台址主楼钢结构工程具有结构独特、构件截面形式多样、节点构造复杂等特点,钢结构施工详图设计难度高,工程全面采用Xsteel软件进行详图设计,包括搭建构件、节点设计和开发、图纸绘制等内容。提高了详图设计效率,降低了设计错误。

Tekla Structures软件在钢结构工程中的应用

针对Tekla Structures软件的主要功能进行分析研究,以支撑化工设备的钢结构工程为应用对象,分析该软件在创建模型、碰撞检测、创建节点、生成图纸、现场安装等方面遇到的问题,并提出解决方案,以提高详图设计效率,降低人力成本。

Tekla Structures软件在油气田地面工程加工设计中的应用

为提高油气田地面工程建设质量和效率,工程详细设计完成后进行加工设计十分必要。文章结合中石化胜利油建工程有限公司在伊朗和加纳的油气田地面工程项目,详细介绍了应用Tekla Structures软件进行钢结构加工设计的优越性和具体做法。该软件能快捷、准确地创建结构3D模型,且自动生成所需的图纸和各种精确报表,便于发现加工设计中的问题从而进一步优化设计,对节约工程成本和缩短工期具有重要意义。

Tekla Structures在异形钢结构中的应用

随着建筑技术发展与社会进步,钢结构建筑应用广泛,人们对建筑外形要求越来越高,建筑设计中逐渐出现非常规性钢结构。本文主要介绍目前在钢结构工程中应用最广泛的Tekla Structures软件,阐述其主要功能和优势,并具体分析该软件在深化设计异形钢结构中的应用方式。

Tekla Structures的二次开发在工程中的应用

基于目前Tekla Structures软件在钢结构详图领域内的应用越来越广,针对目前工程的实际情况,对其进行二次开发,主要包括梁与梁双面连接铰接节点和支撑斜杆与框架的连接节点,探讨其操作界面和参数合理性,从而方便钢结构设计,提高工程质量。

采用Tekla Structures软件进行异形结构建模

近年来,钢结构在我国的应用日渐广泛,人们对建筑外观造型要求也越来越高。文章结合Tekla Structures软件在不规则钢结构深化设计中的应用实际,从深化设计过程中的建模、出图,深化设计对钢结构现场施工的影响等方面探讨了采用Tekla Structures软件进行异形结构建模的关键技巧及对工程现场的意义。

Structured Query Language Injection Penetration Test Case Generation Based on Formal Description

Aiming to improve the Structured Query Language( SQL) injection penetration test accuracy through the formalismguided test case generation,an attack purpose based attack tree model of SQL injection is proposed,and then under the guidance of this model, the formal descriptions for the SQL injection vulnerability feature and SQL injection attack inputs are established. Moreover,according to new coverage criteria,these models are instantiated and the executable test cases are generated.Experiments show that compared with the random enumerated test case used in other works,the test case generated by our method can detect the SQL injection vulnerability more effectively. Therefore,the false negative is reduced and the test accuracy is improved.

A Survey of Control Structures for Reconfigurable Petri Nets

Software systems are increasingly executed in dynamic infrastructures. These infrastructures are dynamic as they are themselves subject to change as they support various applications that may or may not share some of the resources. Dynamic software systems become more and more important, but are difficult to handle. Modeling and simulating dynamic systems requires the representation of their processes and the system changes within one model. To that effect, reconfigurable Petri nets consist of a Petri net and a set of rules that can modify the Petri net. Their main feature is the capability to model complex coordination behavior in dynamically adapting infrastructures. The interplay of both levels of dynamic behavior requires a very precise description, so the specification when and which rules are to be applied plays a crucial role for the convenient use of reconfigurable nets. We differentiate several types of reconfigurable Petri nets and present a survey of control structure for these types, reconfigurable Petri nets. These control structures either concern the infrastructure, i.e., the rules and transformations or the system part, i.e., the firing behavior, or both. They are introduced by a short characterization and illustrated by examples. We state the results for various Petri net types and the tools supporting the different control structures.

The Practice-oriented Platform of“Data Structure and Algorithm”Curriculum

"Data Structure and Algorithm",which is an important major subject in computer science,has a lot of problems in teaching activity.This paper introduces and analyzes the situation and problems in this course study.A "programming factory" method is then brought out which is indeed a practice-oriented platform of the teachingstudy process.Good results are obtained by this creative method.

A Novel Technique for Evaluating Failure Probability of Random Structure

The purpose of this article is to develop a new methodology to evaluate the statistical characteristic of the response of structures subjecting to random excitation, by combining the Finite Element Method (FEM) with the Transforming Density Function (TDF). Uncertainty modeling of structure with random variables encourages the coupling of advanced TDF for reliability analysis to analyze problems of stochastic mechanical systems. The TDF is enthusiastically applicable in the situation where the relationship between input and output of structures is available in explicit analytical form. However, the situation is much more involved when it is necessary to perform the evaluation of implicit expression between input and output of structures through numerical models. For this aim, we propose a new technique that combines the FEM software, and the TDF method to evaluate the most important statistical parameter the Probability Density Function (PDF) of the response where the expression between input and output of structures is implicit. Once the PDF is evaluated, all other statistical parameters are derived easily. This technique is based on the numerical simulations of the FEM and the TDF by making a middleware between Finite Element software and Matlab. Some problems, range from simple to complex, of structures are analyzed using our proposed technique. Its accuracy is validated through Monte-Carlo simulation.

基于Tekla Structure多高层钢框架结构深化设计实例分析

钢结构深化设计主要对设计总图中的钢结构部分进行优化和细化,是结构设计和制作安装之间的一个关键中间过程。该文采用Tekla Structure软件对一钢框架结构工程进行实例应用分析,以期达到准确表达设计文件,提高深化效率的目的。

Tekla Structure软件与钢结构项目管理

Tekla structure软件是在钢结构项目加工图深化中运用最广泛的软件之一,论文主要介绍了Tekla structure软件在钢结构项目中的应用优势以及主要功能,并对其在项目管理中的作用进行了分析。

结构化网格快速生成工具的开发及其在冶金模拟仿真中的应用

结构化网格在模拟计算高精度、复杂问题时具有更高的计算准确度和更好的收敛性,但其划分难度大且耗时较长,如何快速生成高质量结构化网格是进行CFD(Computational fluid dynamics)等模拟计算领域的前沿问题.根据冶金容器的几何结构特征,引入了参数一体化建模+网格划分的理念,利用Python脚本快速批处理数据和开源CFD软件OpenFOAM的优势,成功开发了适用于冶金反应器的网格快速生成工具.以钢包–中间包–结晶器及其附属连接装置为例,进行了案例分析测试.结果表明,该工具软件生成的结构化网格在扭曲度和正交性等方面质量较高,可以满足各类模拟仿真的需求.该工具在解决冶金容器几何结构更新和网格分布调整方面相比于传统前处理方法可以在几十秒内快速生成高质量结构化网格.此外,开发了便于用户使用的图形用户界面,界面中仅需输入关键的几何结构和网格参数,即可对冶金容器快速便捷地生成相应的结构化网格,有效提升了前处理的简易度和效率.这一工具软件有望应用于冶金数字化和智能化转型发展的多种场景,并为其提供有效的软件支撑.

三角形编织工艺数字化建模方法

三维旋转式编织工艺按角轮缺口数分为三角形、四角形和六角形编织工艺,其中三角形编织工艺研究较少。为探索基于三角形编织工艺的预制体结构,基于Python语言和CATIA开发编织工艺软件,获得预制体几何结构。角轮和交换轮交替旋转,驱动携纱器在底盘中运动,使纱线相互交织形成预制体。对角轮、交换轮、携纱器的编号和运动状态进行数字化编码,研究不同旋转状态下携纱器的交换规律。携纱器轨迹与编织节点高度共同确定了织物空间拓扑结构,采用三次B-spline曲线对纱线空间轨迹进行拟合,建立预制体的参数化几何模型。结果表明:采用三角形编织工艺获得的预制体结构紧凑,织物几何模型与试验样件一致性较好,验证了建模方法的精度。

PDC钻头数字化选型技术及软件开发

钻井过程中产生大量与地层、钻头相关的工程数据,利用大数据分析技术优选钻头能用于指导钻头的选型、设计和使用,可使钻头的选用从依赖厂家和经验,转向依据科学的结构特征分析和大数据优选。通过开展PDC钻头结构特征数字化方法研究,建立基于统计数据分析的钻头结构特征推荐与选型技术,形成以数据提取与效能分析、钻头结构特征数字化,以及钻头结构特征重构选型3项内容为核心的基本步骤和分析策略,在此基础上建立了一套PDC钻头数字化选型技术和配套软件。较常规钻头进尺与钻速对比分析选型方法,该技术重点考虑了结构特征对钻头使用效能的影响,体现了实钻工程数据对钻头选型的指导作用。应用该技术与软件开展了准噶尔盆地某区块PDC钻头选型,并进行实钻验证。应用结果表明,选用的钻头钻进中钻速和进尺显著提升,缩短了钻井周期。研究技术与成果有利于提升钻井服务技术水平,可为油气田数字化、智能化发展奠定基础。

掺氢天然气管道故障树分析及建模软件开发

针对掺氢天然气管道可能存在的风险与隐患,分析国内外各类管道失效数据,建立了掺氢天然气管道故障树,共包含10个子树和148个底事件,在掺氢管道失效库基础上采用C#程序设计语言开发了掺氢天然气管道故障树建模软件;应用建模软件对已建立的掺氢天然气管道故障树进行分析。软件计算通过行列法求解出最小割集共189个,其中一阶最小割集106个,二阶最小割集83个;采用双循环法得到148个底事件结构重要度。分析得出防腐措施是否正常工作以及自然灾害是影响掺氢天然气管道安全运行的重要因素。