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computing with objects: What does industry hope to gain from it

Computing with objects: What does industry hope to gain from...

引用

Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Beucke, K. Ranglack, D. CAD-Development HOCHTIEF Frankfurt Germany

ISBN: (纸本)0872629155

Although the need for an integration of engineering tasks has been stressed for a long time, the success that we see in this regard is very limited. We believe that there is justified hope for object oriented concepts to really provide the basis for considerable progress in the integration of the engineering workflow. The construction industry primarily views itself as users of application software. This software, however, ought to be task specific. A translation of the physical problems dealing with real (highly complex) objects as viewed by the engineer into abstract, 'computer-digestable' (less complex) representations should not be necessary. Some tasks, for instance critical or confidential ones, we will have to solve ourselves. We hop that an object-oriented approach will enable us to produce and use tools that are highly flexible, specifically for mapping complex objects like engineering structures. It can no longer be justified to write - or to have written - code that is only usable for a very specific task and that has to be thrown away completely when this task is replaced or changes substantially. Practical experiences with object-oriented concepts will be reported for an interface between CAD-applications and databases.

关键词： Computer aided design

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Pre-design planning with intelligent project development brochure (IPDB) system

Pre-design planning with intelligent project development bro...

引用

Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Reddy, Prameela V. Chen, Hsuehling Ariaratnam, Samuel T. U.S. Army Construction Engineering Research Lab Champaign United States

ISBN: (纸本)0872629155

The functional design criteria and other technical requirements are to be established during the pre-design planning stage of a project. At this pre-design stage, the formulation of the problem is imprecise and incomplete. However, since it is establishing major project planning decisions, it will impact scope, operation, and cost of the construction project. Intelligent Project Development Brochure (IPDB) system simplifies the process of project development by helping users identify their needs and requirements, and convert them into functional criteria. This system improves early programming, planning and design decisions required by the Army's project development process. This can also be used to develop realistic, cost-effective facilities that meet the organizational and physical development requirements of the using service and conform to the Army regulations and DOD construction criteria.

关键词： Project management

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Building renovation decision support model

Building renovation decision support model

引用

Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Reddy, Prameela V. Sucur, Milorad Ariaratnam, Samuel T. U.S. Army Construction Engineering Research Lab Champaign United States

ISBN: (纸本)0872629155

Theoretically, it may be assumed that with proper construction and maintenance the life of a building could be extended almost indefinitely. In practice, however, buildings tend to have a finite lifespan. The performance of the building in relation to functional use to meet current needs often determines the usability of the building. Objective measurement of functional performance in a building is a very complex issue. Although some functional attributes can be expressed in quantitative terms, it is not possible or practical to express all functional attributes such as safety, security, convenience etc. in quantitative terms. In this paper, the development of a PC-based computer model to assist in the measurement of functional performance of a building is discussed. Buildings possess complex sets of attributes and most of the attributes are interdependent. Measurement of the functional condition of a building includes comprehensive evaluation of the attributes in relation to each other.

关键词： Buildings

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Environmental evaluation learning system

Environmental evaluation learning system

引用

Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Julien, Benoit Fenves, Steven J. Computer Research Inst of Montreal Montreal Canada

ISBN: (纸本)0872629155

The environmental impact assessment of projects is one of the most common and complex environmental evaluation tasks. The diversity and depth of expertise required for pose major difficulties for the development of computer systems that can help the process. Knowledge-based systems offer a potential solution by providing ways to represent some evaluation heuristics and to reason with the qualitative and quantitative information involved. However, knowledge acquisition is a major bottleneck in expert system development, especially in problems with a weak domain theory such as environmental evaluation. This paper presents EELS, an environmental evaluation learning apprentice system, which can partly overcome this difficulty by acquiring and improving evaluation heuristics through its normal use. Environmental impact estimation and comparison rules are acquired through an inductive process that classifies impact levels by extracting important commonalities and differences between previous impact assessments stored in a database. The induced rules are generalizations of the past assessments, which can be used for impact assessment predictions in situation not previously encountered by EELS.

关键词： Environmental engineering

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A stochastic cost engineering system (SCENS) applied to estimating and tendering for bill of quantities contracts

A stochastic cost engineering system (SCENS) applied to esti...

引用

Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Sha'ath, Kamalain K. Singh, Gurdev An-Najah Nat Univ Nablus Palestine

ISBN: (纸本)0872629155

In many countries, contracts based on bill of quantities are very common in construction industry. Although estimating and tendering are overwhelmed by uncertainties, the common practice is still dominated by the deterministic approaches. A stochastic cost engineering system for estimating and tendering for measured construction projects is described in some details. It is preceded by an overall description of project estimating and tendering environment which emphasizes the importance of the system. A brief description of the system objectives is stated. Sample project files are given for illustration. The system is implemented in the Windows environment using the Microsoft Excel spreadsheet. Discussion of the system is followed by statement of the important conclusions.

关键词： engineering

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Stochastic cost engineering system (SCENS) applied to estimating and tendering for bill of quantities contracts

Stochastic cost engineering system (SCENS) applied to estima...

引用

Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Sha'ath, Kamalain K. Singh, Gurdev An-Najah Natl Univ Nablus Palestine

ISBN: (纸本)0872629155

In many countries, contracts based on bill of quantities are very common in construction industry. Although estimating and tendering are overwhelmed by uncertainties, the common practice is still dominated by, the deterministic approaches. A stochastic cost engineering system for estimating and tendering for measured construction projects is described in some details. It is preceded by an overall description of project estimating and tendering environment which emphasizes the importance of the system. A brief description of the system objectives is stared. Sample project files are given for illustration. The system is implemented in the Windows environment using the Microsoft Excel spreadsheet. Discussion of the system is followed by statement of the important conclusions.

关键词： Construction industry

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Nonlinear trial load method of arch dams

Nonlinear trial load method of arch dams

引用

Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Kaizi, Wang Junxing, Wang Xinmin, Li Jinxing, Fan Xueling, Su Wuhan Univ of Hydraulic & Electric Engineering Wuhan China

ISBN: (纸本)0872629155

The trial load method is still an important method for the stress analysis of arch dams at present. However, the trial load method can be used only for the linear elastic analysis of arch dams, the result from this method is only an approximate solution of the actual ones. The constitutive relation of arch dam's material is nonlinear, hence it is necessary to discuss nonlinear trial load method of arch dams. In addition, quite a few arch dams with peripheral joint have been constructed around the world, for the relative displacements between arch dam's body and boundary bearer, the stress analysis of arch dams with peripheral joint is nonlinear too, so that, the trial load method of arch dams with peripheral joint is needed to make further study. This paper presents a nonlinear trial load method which can be used to calculate the limit of bearing capacity (including overload factor and strength reserve coefficient) and trace the procedure of collapse for conventional arch dams or arch dams with peripheral joint. According to the mathematic-mechanic model presented in this paper, the program was developed which has been used for the analysis of Lijia Gorge arch dam and Baiyun River arch dam with peripheral joint, the results are reasonable.

关键词： Arch dams

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Applying constraint satisfaction neural networks to multiple views' data partitioning in building engineering

Applying constraint satisfaction neural networks to multiple...

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Proceedings of the 5th international conference on computing in civil and Building engineering - V-ICCCBE

作者： Phan, D.H.Douglas Stanford Univ Stanford United States

ISBN: (纸本)0872629155

A typical building engineering process involves multiple project participants and several computer applications. These participants and applications have their own views of the underlying building data Since these users (i.e., participants and applications) contribute to and draw from the same overlapping set of data. the problem here is to partition the set of building data into logical fragments that meet two major requirements: (1) supporting those multiple views and (2) still being meaningful to the domain. I call this problem the data partitioning problem. It is analogous to the vertical fragmentation problem in distributed database design, for which algorithms using matrix manipulation were proposed (Ozsu, 91). The limitations of these algorithms are that they address only the first requirement and are computationally expensive. In this paper, I propose constraint satisfaction neural networks that handle both requirements in solving the problem. The user, in this case, is the designer of the database supporting those participants and computer applications. As a conclusion, a database designer can use these neural networks as effective assistant tools to partition building data in support of multiple views or data uses. In each problem occurrence. these networks yield a high probability of finding the best solution. Moreover, the designer has direct control over the way in which each network goes about solving the problem. This capability comes from a number of parameters whose value can be specified by the designer. By changing the ratio of their values, the designer can define a set of prioritized criteria and can watch the solution that the network comes up with each time. Each solution comes with a measure of how well it satisfies the problem constraints according to the given criteria. The designer can compare all these solutions based on their measure and can then make a conscientious decision about which solution to use.

关键词： Neural networks

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COMPUTATIONAL ALGORITHM FOR LONGSHORE ENERGY FLUX INCORPORATING FRICTION 18

COMPUTATIONAL ALGORITHM FOR LONGSHORE ENERGY FLUX INCORPORAT...

引用

18th international conference on Coastal engineering

作者： Walton, T.L. Weggel, J.R. U.S. Army Coastal Engineering Research Center Fort BelvoirVA22060 United States

ISBN: (纸本)9780872623736

A technique has been presented for calculating longshore wave energy flux which can be used in areas where offshore wave data are available and the offshore bottom contours are nearly straight and parallel. This method incorporates a simplified analytical technique for computing wave energy dissipation by bottom friction and can be applied with minimal computational effort using a hand-held programmable calculator. Results for computation of breaking wave angles have been compared to existing laboratory data and found to provide good correlation in one set of tests and reasonable correlation (in view of laboratory data scatter) in two other sets of tests. It is felt that this method of computing longshore energy flux will find many useful applications in view of the simplicity of the algorithm developed. © 1982 American Society of civil Engineers (asce). All rights reserved.

关键词： Friction

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WAVE FORCES ON SUBMERGED OBJECTS 15

WAVE FORCES ON SUBMERGED OBJECTS

引用

15th international conference on Coastal engineering 1976

作者： Vongvisessomjai, Suphat Silvester, Richard Asian Institute of Technology Bangkok Thailand Department of Civil Engineering University of Western Australia

ISBN: (纸本)9780872620834

Limitations of the Morison equation for computing wave forces on small submerged structures have encouraged the use of dimensionless relationships containing only height, period and water depth. However in dividing the force by the theoretical drag force or inertia force a relationship can be found with the Keulegan parameter (U. T/D) over a wide range of conditions and different types of wave. The U. value can be determined from empirical and theoretical data for all depths and wave steepnesses. The relating coefficients for various dimensions and shapes of submerged object are predictable from potential theory or modified slightly because of viscous and such other forces induced by bottom and free surface boundaries. For computing wave forces on a submerged object which is large compared to the wave length, the Morison equation is replaced by the Diffraction theory. Criteria for selecting the latter theory are presented. © 1977 American Society of civil Engineers (asce). All rights reserved.

关键词： Drag

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