The History of Construction Management
Construction Management's origins can be traced to several forerunners, and its development, although short, has seen many changes of both practice and attitude. Its cost...

Educational Programs Supporting the CM System
The speed with which the CM system has entered the daily practices of the industry has caught educators in a lag. The management of construction and construction management were considered...

Quality in the CM Constructed Project
The services of the testing laboratory on construction projects have not generally been considered as part of the construction management function. If the intention of construction management...

A CM Multiple Contracting Cost Model
The original purpose for construction management was cost savings through time savings and efficient operations. As the CM system expanded in use and scope of services other very significant...

CM Certification and Registration
As currently practiced, the construction management system involves a team of the owner, design professional, and construction manager. The peer relationship to team members, nature of...

A Review of Current Contract Documents
Three separate industry groups have published contract documents to be used with the construction management project delivery system. The documents parallel each other in certain respects,...

A CM's Exposure to Liability
Before identifying potential liability, it is first necessary to define the construction manager's (CM) status and duties. These are delineated in the contract requirements...

Requirements of a High Technology Owner
The requirements of a high technology owner are best represented by a set of expectations and goals that are needed to achieve a certain business plan. There are extreme time pressures...

Structural Engineering for High Technology Clients
The unique requirements of the high tech industry provide interesting and fascinating challenges to the structural engineer of the 1980's. The following is a list of the most...

Design of High-Technology Facilities from the Vibration Standpoint
High-technology facilities, such as those used for the production of integrated circuits or for optics research, generally require extremely limited vibration environments. Suitable precautions...

Renovation Versus New Construction for High Technology Manufacturing Facilities
The purpose of this paper is to compare the differences between renovation and new construction for High Technology Manufacturing Facilities. The standards of quality, cost, and schedule...

Passing the Public Works Buck
Users and beneficiaries of local and state public works projects are paying a larger share of their cost. State and federal grants and general local revenues are being relied on less....

The Advantages of Shared Data in a 3-D Structural CAE Environment
An integrated three-dimensional CAD/CAE data base helps solve problems of maintaining current data, sharing data with the several phases in the structural process and with other disciplines....

Natural Language Processing and Computer Graphics for Engineering Design
This paper describes the development of a natural language processor for plate girder design. A natural language processor for engineering design may be described as a conceptual parser...

Hydraulic Transient Analysis on a Micro Computer
The shift toward micros has reduced prices and increased accessibility, permitting engineers to bypass 'bureaucratic' DP departments and run programs as often...

Interactive Modeling and Display of Spatial and Time Varying Phenomena Using CAPLIB7
This paper describes some of the software being used at Cornell University to aid the development of tools for modeling phenomena having both spatial and temporal dimensions. Such models...

DAST100: A Powerful Structural Analysis Program for Micro-Computers
The advent of micro-processor revolution encouraged the growth of powerful large size programs for micro-computers during the last few years. Purpose of this paper is to introduce one...

Graphics Based Preliminary Structural Design
During preliminary design, alternative structural configurations are explored and one or more alternatives are selected for further consideration. During analysis, a structural configuration...

Real Time Data Acquisition in Structural Testing
The process of data collection in real time for structural engineering can be generalized into a process called the real time sequence. The sequence has three major phases: preliminary...

Modeling Construction Operations in the Classroom
Students in construction management need to be exposed to the dynamics of the construction site and become familiar with the interaction of resources. In addition, the student needs to...

 

 

 

 

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