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.
I am looking for Civil Engineering All-In-One PE Exam Guide: Breadth and Depth book by Indranil Goswami.
Publisher : McGraw-Hill Professional
Publication Date: May 27, 2009
ISBN-10: 0071502653
ISBN-13: 978-0071502658
936 pages
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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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Author: VA | Size: 39.1 MB | Format:PDF | Quality:Scanner | Publisher: HYDROCARBON PROCESSING, GULF PUBLISHING COMPANY | Year: 1968 | pages: 96 | ISBN: NA
This reference manual has been reprinted from the regular monthly issues of HYDROCARBON PROCESSING.
The book (manual) deals mainly with the design of TOWER FOUNDATIONS.
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The handbok was scanned with a very very good quality.
The RAR file contains only JPG files.
E N J O Y
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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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* Introduction * Manufacture, storage, handling and environmental aspects of bitumens * Constitution, structure and rheology of bitumens * Specifications and quality of bitumens * Polymer modified and special bitumens * Bitumen emulsions * Mechanical testing and properties of bitumens * Durability of bitumens * Adhesion of bitumens * Influence of bitumen properties on the performance of asphalts * Aggregates in asphalts * Types and applications of different asphalts * Specification, composition and design of asphalts * Asphalt production plants * Transport, laying and compaction of asphalts * Testing of asphalts * Properties of asphalts * Design of flexible pavements * Surface dressing and other specialist treatments * Other important uses of bitumens and asphalts * Appendices
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Rammed earth walls are formed by compacting subsoil in thin layers inside temporary supporting formwork. An ancient form of construction, rammed earth has in recent years, together with other earth building methods, been increasingly used structurally in a range of contemporary buildings in many countries around the world. Though current structural design procedures for earth walls, including rammed earth, in general use provisions based on structural masonry standards, this approach has never been satisfactorily validated. This paper presents experimental results from material and large-scale testing and develops a simple theoretical model, applied to rammed earth columns subject to concentric and eccentric axial compression loading. An analytical model, using a basic strut theory, shows favorable correlation with the experimental results for all load eccentricities.
Soil Property Criteria for Rammed Earth Stabilization
This study relates value ranges of natural soil properties (plasticity, texture, and shrinkage) to the degree of predisposition of soils to stabilization for rammed earth wall construction. A total of 219 strength determinations were made on 104 soils compacted and stabilized with cement and/or lime and/or asphalt. Using a 2 MPa compressive strength criterion as the measure of stabilization success, soil property value ranges were related to the proportion of samples exceeding the criterion. Linear shrinkage (LS) and plasticity index (PI) are found to be the best discriminators of soil predisposition, with textural variables being useful secondary discriminators. “Favorable” soils, with stabilization success rates of ≥80%, include those with: (1) LS<6.0% and PI<15%; and (2) LS 6.0–11.0%, PI 15–30%, and sand content <64%. These soils were stabilized with treatments averaging 4.2% cement and 1.8% lime, with individual treatments ranging from 4–8% total cement and/or lime. “Unfavorable” soils, with stabilization success rates of <60%, include those with LS 6.0–11.0, PI 15–30, and sand content ≥64%, or with LS>11.0, PI>30. These findings should assist rammed earth engineers to more easily select a suitable soil and to minimize resources spent on preconstruction stabilization trials.
Both papers inside 1.16Mb Rar file / no pass.
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