This military handbook replaces the Naval Facilities Engineering Command (NAVFACENGCOM) design manual, DM-7.3. It contains material pertaining to soil dynamics, earthquake engineering, and special design aspects of geotechnical engineering. The soil dynamics section of this handbook deals with basic dynamic properties of soils, machine foundations, dynamic and vibratory compaction, and pile driving response. The earthquake engineering section deals with earthquake response spectra, site seismicity, design earthquake, seismic loads on structures, liquefaction, and base isolation. The special design aspects section deals with seismic design of anchored sheet pile walls, stone column and displacement piles, and dynamic slope stability and deformation. This military handbook is to be used by geotechnical engineers, working for the Department of Defense
(DOD), for guidance in designing military facilities.
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The IMSL Numerical Libraries have been the cornerstone of high-performance and desktop computing applications in science, technical and business environments for well over three decades. These embeddable mathematical and statistical algorithms are used in a broad range of applications -- including programs that help airplanes fly, predict the weather, enable innovative study of the human genome, predict stock market behavior and provide risk management and portfolio optimization. The algorithms embody the combination of High Performance Computing and High Productivity Computing. Significant benefits can be realized with the product’s ability to accelerate development time, reduce coding hassle, improve quality, and reduce development costs.
Embeddable Mathematical and Statistical Functionality
The IMSL Libraries are a comprehensive set of mathematical and statistical functions that programmers can embed into their software applications. The libraries save development time by providing pre-written mathematical and statistical algorithms that can be embedded into C, C# for .NET, Java™ and Fortran applications, enhancing return on investment and programmer productivity. The IMSL Libraries can also be used from Python using PyIMSL Studio or the PyIMSL wrappers. Beyond choice of programming language, the IMSL Libraries are supported across a wide range of hardware and operating system environments including Windows, Linux, Apple and many UNIX platforms.
The IMSL Libraries and support services emphasize user productivity and cost-effectiveness providing a significant return on investment by saving up to 95% of the time and cost of developing numerical algorithms.
Statistics:
- Basic Statistics
- Time Series & Forecasting
- Nonparametric Tests
- Correlation & Covariance
- Data Mining
- Regression
- Analysis of Variance
- Transforms
- Goodness of Fit
- Distribution Functions
- Random Number Generation
- Neural Networks
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# Full title: Guidelines for Electrical Transmission Line Structural Loading (Asce Manuals and Reports on Engineering Practice (Third edition (October 1, 2009))
# Author(s): C. Jerry Wong (Author), editor (Author), Michael D. Miller (Author)
# Publisher: American Society of Civil Engineers
# Language: English
# ISBN-10: 0784410356
# ISBN-13:978-0784410356
# Product Dimensions: 8.9 x 6 x 0.5 inches
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Posted by: RANA WASEEM - 09-21-2010, 10:18 AM - Forum: Archive
- No Replies
Any body having the latest version of this book
SEISMIC AND WIND DESIGN OF CONCRETE BUILDINGS
2006 IBC | ASCE/SEI 7-05 | ACI 318-05
by
S.K. GHOSH
QIANG SHEN
Moderator note:
In our forum, we have the version ACI 318-98 of this book in the follow address:
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Posted by: wangjianpimg - 09-21-2010, 10:03 AM - Forum: Archive
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The 4th International Workshop on Structural Control
Proceedings, June 10-11, 2004, Columbia University, NY
Andrew Smyth, Raimondo Betti
DEStech Publications, Inc, 2005
This new book presents the most up-to-date research and applications on sensing technologies to monitor and control the structure and health of buildings, bridges, installations, and other constructed facilities
Dear Friends,
please advise me regarding the following
1-is the steel reinforcement that are calculated based on M11 or M22 result from analysis of slab by Safe program(any version) is sufficient or not.
2-is the strip moment or reinforcement calculated for the strip width for example i have a strip of 4m width and the program shows a moment of 100 t.m is this mean that the steel area is to be distributed across the 4m...