International Concrete Abstracts Portal

Showing 1-5 of 15 Abstracts search results

Document: 

CI3709Taylor

Date: 

September 1, 2015

Author(s):

Carl Taylor

Publication:

Concrete International

Volume:

37

Issue:

9

Abstract:

Building Information Modeling (BIM) has only been in use for a decade. BIM has changed from a visualization tool used by architects to communicate design ideas to infiltrating every discipline in the construction industry. Nowhere is that more evident than the concrete industry, where concrete contractors have proven that building 3-D project models leads to better structures with less waste, lower contingencies, and more efficiency. New technologies and practices are already growing in use, and others are on the way.


Document: 

CI3611P&PSpot-Taylor

Date: 

November 1, 2014

Author(s):

Carl Taylor

Publication:

Concrete International

Volume:

36

Issue:

11

Abstract:

Building information modeling (BIM) has been introduced into the design and construction industry over the last decade. BIM users benefit from completing even the most complex projects on time and within budget. Yet, many structural engineering firms hesitate to maximize the potential of BIM due to fear of increased liability and risk related to sharing models. In this article, the author explains why this fear is unfounded and how using constructible BIM can help


Document: 

CI3509BIM

Date: 

September 1, 2013

Publication:

Concrete International

Volume:

35

Issue:

9

Abstract:

Charles Pankow Foundation supports ongoing research on efficient interdisciplinary coordination


Document: 

CI3309BIM

Date: 

September 1, 2011

Publication:

Concrete International

Volume:

33

Issue:

9

Abstract:

Organizations work on developing a unified standard for data exchange


Document: 

CI2803Bimel

Date: 

March 1, 2006

Author(s):

Carl Bimel

Publication:

Concrete International

Volume:

28

Issue:

3

Abstract:

Extremely low water-cementitious materials ratios are often specified for slab-on-ground construction, making it unnecessarily difficult for workers to properly finish the slab and increasing the tendency of the slab to crack. In this article, the origin of this requirement is traced back to misinterpretation of code provisions dating back to 1956, and the proper specification of concrete properties in floor slabs is discussed.


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