SEISMIC BEHAVIOUR OF BEAM COLUMN JOINTS IN REINFORCED CONCRETE MOMENT RESISTING STRUCTURES.
THIS IS TECHNICAL PAPER SUBMITED BY THE IIT PROFESSORS REGARDING THE SEISMIC BEHAVIOUR OF COLUMN - BEAM JOINT.
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A technical committee of CONSTRUCT, The Concrete Structures Group, prepared this Specification as a further revision of the
National Concrete Frame Specification for Building Construction,
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LIQUEFACTION RESISTANCE OF SOILS: SUMMARY REPORT FROM THE
1996 NCEER AND 1998 NCEER/NSF WORKSHOPS ON EVALUATION
OF LIQUEFACTION RESISTANCE OF SOILS.
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GUIDELINES FOR ANALYZING AND MITIGATING LIQUEFACTION
RECOMMENDED PROCEDURES FOR IMPLEMENTATION OF DMG SPECIAL PUBLICATION 117
GUIDELINES FOR ANALYZING AND MITIGATING LIQUEFACTION IN CALIFORNIA.
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Landslide Risk Management
By Oldrich Hungr, Robin Fell, Réjean Couture, Erik Eberhardt
Publisher: Taylor & Francis
Number Of Pages: 776
Publication Date: 2005-05-12
ISBN-10 / ASIN: 041538043X
ISBN-13 / EAN: 9780415380430
Product Description:
Landslide Risk Management comprises the proceedings of the International Conference on Landslide Risk Management, held in Vancouver, Canada, from May 31 to June 3, 2005. The first part of the book contains state-of-the-art and invited lectures, prepared by teams of authors selected for their experience in specific topics assigned to them by the JTC-1 Committee. The second part is a selection of papers submitted to the conference, most of which serve as case-history illustrations of projects on landslide risk management. This reference work presents the current status of landslide risk management as viewed by experts from around the world.
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Book: Textbook Of Engineering Drawing 2e
Author: Reddy Venkata K
ISBN: 8178001497
ISBN-13: 9788178001494 , 9788178001494 377 Pages
Binding: Hardcover
Publishing Date: 2008
Publisher: B. S. Publications
Edition: 2nd Edition
CHAPTER 1:
1.1 Introduction
Drawing Instruments and
Accessories
Engineering drawing is a two dimensional representation of three dimensional objects. In general, it provides necessary information about the shape, size, surface quality, material, manufacturing process, etc., of the object. It is the graphic language from which a trained person can visualise objects. Drawings prepared in one country may be utilised in any other country irrespective of the language spoken. Hence, engineering drawing is called the universal language of engineers. Any language to be communicative, should follow certain rules so that it conveys the same meaning to every one. Similarly, drawing practice must follow certain rules, if it is to serve as a means of communication. For this purpose, Bureau of Indian Standards (BIS) adapted the International Standards on code of practice for drawing. The other foreign standards are: DIN of Germany, BS of Britain and ANSI of America.
1.2 Role of Engineering Drawing
The ability to read drawing is the most important requirement of all technical people in any profession. As compared to verbal or written description, this method is brief and more clear. Some of the applications are : building drawing for civil engineers, machine drawing for mechanical engineers, circuit diagrams for electrical and electronics engineers, computer graphics for one and all. The subject in general is designed to impart the following skills.
1. Ability to read and prepare engineering drawings.
2. Ability to make free - hand sketching of objects.
3. Power to imagine, analyse and communicate, and
4. Capacity to understand other subjects:
1.3 Drawing Instrument and Aids
The Instruments and other aids used in draughting work are listed below:
1. Drawing board 2. Mini draughter 3. Instrument box
4. Set squares 5. Protractor 6. Set of scales
7. French curves 8. Drawing sheets 9. Pencils
10. Templates
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Modeling Soil Liquefaction Hazards for Performance-Based Earthquake Engineering
by Kramer & Elgamal
The first widespread observations of damage attributed to liquefaction were made in the 1964 Niigata, Japan, and 1964 Alaska earthquakes. In numerous earthquakes since, liquefaction has been deemed responsible for significant damage to buildings and bridges. Liquefaction has been studied extensively over the past 35 years, and substantial advances have been made in understanding the development and effects of this phenomenon. These advances have led to a series of practical procedures for evaluating the potential for occurrence and for estimating its effects. These procedures, however, are almost entirely empirical in nature and, as such, are difficult to apply to the problem of performance prediction for individual structures. The Pacific Earthquake Engineering Research (PEER) Center is committed to the development of methods and procedures for performance-based earthquake engineering (PBEE). The use of PBEE requires the ability to predict a nearly continuous spectrum of performance states for individual structures. This requirement implies the need for tools and procedures for evaluation of the entire process of liquefaction — from initiation to effects. Recent advances in the understanding of liquefaction-related phenomena offer the promise of improved analytical predictions of the initiation and effects of soil liquefaction. The purpose of this synthesis report is to summarize current procedures for practical prediction of liquefaction behavior, to describe recent advances in the understanding of liquefaction behavior, and to describe the incorporation
of this improved understanding into new solutions for detailed modeling of soil liquefaction. The focus of this report, however, is on performance, and the reader should expect that aspects of liquefaction that relate to the performance of buildings, bridges, and lifelines will be emphasized. Well-known and widely used empirical tools and procedures for evaluation of liquefaction hazards will be reviewed relatively briefly, with more detailed discussions devoted to emerging knowledge about the mechanics of liquefiable soil behavior, and methods for incorporating those mechanics into improved models for performance prediction.
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