Fire Protection of Structural Steel in High-Rise Buildings
Author: Michael G. Goode, Editor | Size: 0.48 MB | Format:PDF | Publisher: NIST | Year: 2004 | pages: 88
This report summarizes activities, conclusions and recommendations of the National Institute of Standards and Technology (NIST) sponsored study on fire protection of structural steel in highrise buildings. The report includes an overview of existing, new, and potential materials, systems, and technologies for fire protection of structural steel. We provide an overview of the current requirements and a review of the evolution of these performance requirements for building construction, and a discussion of appropriate test methods and procedures to evaluate fire endurance performance of structural steel. These objectives were addressed in a two-day (by invitation) experts workshop, with the development and priority ranking of recommendations to improve upon the status quo. The top three recommendations are to develop: an improved structural design methodology; improved testing procedures for fire resistive materials, technologies, and systems, and; an acceptance of increased responsibility by building operations and maintenance personnel for sustaining the technologies, systems, and materials that constitute the fire protection system.
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I'd be more than thankful if someone could share those articles with us:
1.
Notes on the history and nature of partial least squares (PLS) modelling
Journal of Chemometrics, Volume 2, Issue 4, pages 231–246, August 1988
Paul Geladi
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2.
Prediction of the life cycle cost using statistical and artificial neural network methods in conceptual product design
International Journal of Computer Integrated Manufacturing, Volume 15, Issue 6 2002 , pages 541 – 554
Kwang-Kyu Seo; Ji-Hyung Park; Dong-Sik Jang; David Wallace
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3.
Approximate Estimation of the Product Life Cycle Cost Using Artificial Neural Networks in Conceptual Design
The International Journal of Advanced Manufacturing Technology, Volume 19, Number 6, 461-471
K.-K. Seo, J.-H. Park, D.-S. Jang and D. Wallace
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4.
Regression models for estimating product life cycle cost
Journal of Intelligent Manufacturing, Volume 20, Number 4, 401-408
Haifeng Liu, Vivekanand Gopalkrishnan, Kim Thi Nhu Quynh and Wee-Keong Ng
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Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments
The project that is the subject of this report was a part of the National Cooperative Highway Research Program conducted by the Transportation Research Board with the approval of the Governing Board of the National Research Council. Such approval reflects the Governing Board’s judgment that the program concerned is of national importance and appropriate with respect to both the purposes and resources of the National Research Council.
The members of the technical committee selected to monitor this project and to review this report were chosen for recognized scholarly competence and with due consideration for the balance of disciplines appropriate to the project. The opinions and conclusions expressed or implied are those of the research agency that performed the research, and, while they have been accepted as appropriate by the technical committee, they are not necessarily those of the Transportation Research Board, the National Research Council, the American Association of State Highway and Transportation Officials, or the Federal Highway Administration, U.S. Department of Transportation.
Each report is reviewed and accepted for publication by the technical committee according to procedures established and monitored by the Transportation Research Board Executive Committee and the Governing Board of the National Research Council.
The Transportation Research Board of the National Academies, the National Research Council, the Federal Highway Administration, the American Association of State Highway and Transportation Officials, and the individual states participating in the National Cooperative Highway Research Program do not endorse products or manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the object of this report.
U CAN FIND ALL NCHRP PROJECTS REPORT FROM BELOW URL:
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“Constructing Architecture” describes that architectural position of architects which makes it possible for them to forge links between the planning of a project and its realisation, the competence to create coherence regarding content and subject. During the planning of a project this is reflected in the clarification and development of a design objective, and in the physical implementation becoming increasingly more clearly defined. When, for example, a literary work is translated into another language the use of the correct grammar or syntax is merely a technical prerequisite – a conditio sine qua non. The important thing is to reflect coherently the sense and the atmosphere of the original text, which in certain circumstances may itself have a specific influence on grammar and syntax. The structure of the book, divided into the chapters “Materials – modules”, “Elements” and “Structures”, reflects the development process of architecture: starting with a single raw material via the joining of different building parts up to the finished building. This also points to a main objective of the book: it aims to show how much architectural expression depends on its constructional composition. In line with this goal the present work pays special attention to constructional aspects which create “sense”, and in this aspect it differs from the albeit relevant but exclusively technology-focused literature.
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Finite Difference Schemes and Partial Differential Equations
By: John Strikwerda
Publisher: SIAM: Society for Industrial and Applied Mathematics
Number Of Pages: 450
Publication Date: 2004-11-01 (second edition)
ISBN-10 / ASIN: 0898715679
ISBN-13 / EAN: 9780898715675
Binding: Hardcover
Product Description:
This book provides a unified and accessible introduction to the basic theory of finite difference schemes applied to the numerical solution of partial differential equations. Originally published in 1989, its objective remains to clearly present the basic methods necessary to perform finite difference schemes and to understand the theory underlying these schemes. This is one of the few texts in the field to not only present the theory of stability in a rigorous and clear manner but also to discuss the theory of initial-boundary value problems in relation to finite difference schemes. In this updated edition the notion of a stability domain is now included in the definition of stability and is more prevalent throughout the book. The author has also added many new figures and tables to clarify important concepts and illustrate the properties of finite difference schemes.
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Uploaded: Feb/18/2011, File Size: 15.03 MB, RAR'd single PDF (paginated, searchable text)
DJVU:
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Author: Arno Zang and Ove Stephansson | Size: 7.5 MB | Format:PDF | Publisher: Springer | Year: 2009 | pages: 240 | ISBN: 1402084439
Rock stress is a key parameter in solid Earth sciences and technology. Long-term geological processes like plate tectonics are driven by mechanisms that generate different types of stresses in the Earth’s crust. These stresses are acting as we extract raw materials from the crust and deposit human altered materials into the crust in boreholes, mines and underground constructions. To better use and save our resources there is an obvious need for a greater understanding of mechanical stresses in the Earth’s crust. This book is directed toward graduate students, teachers and practitioners in geology, geophysics and civil, mining, petroleum and rock engineering. The book aims to fill the gap in the existing literature between principles in rock mechanics (Jaeger, Cook & Zimmerman 2007), rock stress measurements (Amadei & Stephansson 1997) and stress regimes in the lithosphere (Engelder 1993). Mechanical stress and rock stress are fictitious terms as stress can never be directly measured. Stresses in rock originate from gravity and tectonic forces and can only be inferred by disturbing the rock by drilling a borehole, making a slot and coring the rock. The drill core can be brought to the laboratory and stresses determined by different physical methods. The complex nature of rocks prevents us from exactly determinating the magnitudes and orientation of the components of the stress tensor and often we have to accept large variability and uncertainties. Stress in rock is usually described in the context of continuum mechanics.
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Ungkurapinan,N., Chandrakeerthy, S.R.De S., Rajapakse, R.K.N.D., and Yue, S.B., "Joint Slip in Steel Electric Transmission Towers", p779-788,Engineering Structures, Vol.25, March 2003.)
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Posted by: lednar_ved - 02-18-2011, 02:37 AM - Forum: Archive
- No Replies
Hello to all Civileans especially to all Filipino CEs,
Can I request for the e-file of this Structural Code mentioned in my subject name?
I have my hard copy but could not able to scan it all. If any of you has this document, please share.
Details:
# Full title: NSCP C101-01 Volume 1 - Buildings, Towers and Other Vertical Structures Fifth Edition, 2001, 2nd Printing
# Author(s): Association of Structural Engineers of the Phils., Inc. (ASEP)
# Publisher: ASEP, 2001
# Language: English
Then we will put it on the 'Non-International Code' thread so that others can benefit.
Note: The one being posted already by kulas1987 is the 4th Edition Yr. 1992
I am looking for the 5th Edition Yr. 2001 or 6th Edition Yr. 2010
If other nationalities earnestly shared their codes, then why can't we?
Lecture 1 ( Finite Element Modelling in Geotechnical Engineering )
Size: 10.6 MB | Format:PDF
This lecture 1 is a part of short course lecture about "Plaxis Program" in Bandung,Indonesia (21 -23 September 2010). The quality is not quite good since i scanned the slide presentation handout page by page. hopefully it will be useful for those who are interested in PLAXIS program.
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