Author: ACI, Noel J. Everard and Edward Cohen. | Size: 14631 KB | Format:PDF | Quality:Scanner | Publisher: American Concrete Institute, Detroit | Year: 1970 | pages: 226 | ISBN: NA
This post includes only the first 100 pages. As soon as I can, I will post the next 126 pages.
This work was scanned with a very high quality for al the CIVILEANS MEMBERS.
SPECIAL PUBLICATION No. 17A, ACI
Including one hundred design aids by Noel J. Everard and Edward Cohen originally published in American Concrete Institute Special Publication No, 7
Reported by ACI Committee 340
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I am wondering if we can create new section for FE and PE material so, it will help number of people.
In the new section, Everyone find all the required reading material for FE and PE Exam. So, nobody have to look each section for the book.
A new title in the Architectural Design series that explores the potential of computational mathematics in cutting-edge design
Mathematics has always been a vital tool in the architect's trade, but the last fifteen years have seen a sharp rise in the power of computers and has led to computational abilities far beyond anything previously available. Modern design software and computing power have changed the traditional role of geometry in architecture and opened up new possibilities enabled by topology, non-Euclidean geometry, and other areas of mathematics.
With insight from a top-notch list of contributors, including such notables as Philippe Morel and Fabien Scheurer, Mathematics in Space discusses how the advent of computation and information technology has affected the work of contemporary architects.
*This new title in the Architectural Design series updates architectural mathematics since the digital revolution
*With world-class contributors, this is an essential resource for anyone interested in the ways computation has transformed the discipline
*The book explores fascinating issues in modern design, most importantly the impact of mathematics on contemporary design creativity
For students and practitioners alike, Mathematics of Space covers vital topics in a constantly changing discipline.
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This book publishes the peer-reviewed proceeding of the third Design Modeling Symposium Berlin . The conference constitutes a platform for dialogue on experimental practice and research within the field of computationally informed architectural design. More than 60 leading experts the computational processes within the field of computationally informed architectural design to develop a broader and less exotic building practice that bears more subtle but powerful traces of the complex tool set and approaches we have developed and studied over recent years. The outcome are new strategies for a reasonable and innovative implementation of digital potential in truly innovative and radical design guided by both responsibility towards processes and the consequences they initiate.
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Posted by: freequo - 06-19-2012, 08:39 AM - Forum: Archive
- No Replies
Does anyone have this paper, or could at least get to it:
Lateral Soil Resistance Displacement Relationships for Pile Fundation in Soft clays
Missak Yegian and Stephen G. Wright, The U. of Texas at Austin
Offshore Technology Conference, 29 April-2 May , Houston, Texas
Copyright 1973. Offshore Technology Conference
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Use Of Steel Fiber Reinforced Concrete In Structural Members With Highly Complex Stress Fields
Author: Pareek, Tarun | Size: 127 MB | Format:PDF | Quality:Unspecified | Publisher: THE UNIVERSITY OF TEXAS AT ARLINGTON (THESIS) | Year: 2012 | pages: 316 | ISBN: -
Reinforced concrete (RC) members with significant geometric discontinuities and complex stress distributions under loading require considerable analyses and usually complicated reinforcement detailing. RC members with large openings are one of the examples. These large openings may interrupt the load transfer by direct concrete struts and cause substantial decrease in strength and unpredictable failure modes. The reinforcement detailing of these concrete members based on strut-and-tie models (STMs) is generally complicated and very often, these models cannot predict the failure mechanism due to localized damages. The actual stress fields in such members are typically very different from that predicated by STMs, as evidenced by many experimental investigations. This study investigates the influence of highly complex stresses on the mechanical behavior of deep beams. One RC and three steel fiber reinforced concrete (SFRC) deep beams with two large openings were monotonically loaded up to failure. A simple design approach based on elastic finite element analysis (FEA) was also proposed for the reinforcement detailing of the SFRC specimens. Experimental results indicated that, although the complex reinforcement detailing as per STM was not used, the SFRC specimens with 1.5% and 1% volume fraction of steel fibers reached much higher strength than the design load and exhibited ductile mode of failure.
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