I am looking for a presentation which may have been done for the course CE 241 - 01
Department of Civil and Environmental Engineering, University of California, UCLA
Entitled: Composite Floor and Roof Slab Systems
by Professor Thomas A. Sabol
The presentation is found at:
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It is possible to see the 40 slides however I was not able to determine how to download it.
I will appreciate your help in getting a copy of this presentation.
I am looking for a presentation which may have been done for the course CE 241 - 03
Department of Civil and Environmental Engineering, University of California, UCLA
Entitled: Estimating Earthquake Demands Using the 2006 International Building Code (IBC)
by Professor Thomas A. Sabol
The presentation is found at:
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It is possible to see the 54 slides however I was not able to determine how to download it.
I will appreciate your help in getting a copy of this presentation.
Diaphragm Wall - Deep Excavations Collection of Papers:
1. Characteristics of Ground Movements In Deep Excavation
2. DIAPHRAGM WALL SUPPORT DEEP-EXCAVATIONS IN BANGKOK
3. Doctor of Philosophy Dissertation - GROUND MOVEMENTS DUE TO EXCAVATION IN CLAY; PHYSICAL AND ANALYTICAL MODELS by Sidney Sze Yue Lam
4. Presentation - foundation-failure
5. Importance of Temporary Works and Construction Sequence – Lessons from Collapse of an Inlet Shaft during Excavation by Thasnanipan et al
6. Online Database of Deep Excavation Performance and Prediction by dimitrios konstantakos
7. Performance of a Braced Excavation in Bangkok Clay, Diaphragm Wall Subject to Unbalanced Loading Conditions
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Preface
Pile foundations is a very vast subject and it is not possible to cover all the information regarding pile foundations in one book or presentation. The objective of this presentation is to give an overall view of thesubject which will serve as beginners guide. The focus of the presentation is mainly on onshore pile foundations. The author has tried to explain the subject through simple concepts and visuals without giving detailed methodologies or mathematical concepts to maintain the interest of the beginner ,without loading his mind with unnecessary confusion . However, some formulae were presented at some places only to appreciate the statements made. The author assumes that the reader has basic knowledge of soil mechanics and foundation engineering and basic principles of engineering. The author will be pleased to accept comments and suggestions, without deviating from the basic objective of the presentation, for further improvement.
1.General
-Overview
-Pile capacities
-Pile groups
-Settlement Analysis
-Design Steps
3.Pile installation
-Installation of Driven piles
-Installation of Bored piles
-Advantages and Disadvantages of various piles
4.Miscellaneous
-Pile driving formulae
-Pile cap configurations
-Structural Design of Pile and Pile cap
-Flow chart for Pile selection
-Real time pictures of Piles
5.References
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1. INTRODUCTION
The analysis and design of structure or foundation subjected to vibratory
loading is a complex problem as it involves interaction of three domains viz.
Structural Engineering, Geotechnical Engineering and Structural dynamics.
The machines used in Oil and Gas industry are usually supported on a
concrete block or a concrete frame and occasionally on steel frames. In
majority of the cases the machines are supported on a simple concrete block.
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PD 8010-3:2009 Code of practice for pipelines – Part 3: Steel pipelines on land – Guide to the application of pipeline risk assessment to proposed developments in the vicinity of major accident hazard pipelines containing flammables – Supplement to PD 8010‑1:2004
This part of PD 8010 provides a recommended framework for carrying out an assessment of the acute safety risks associated with a major accident hazard pipeline (MAHP) containing flammable substances. It provides guidance on the selection of pipeline failure frequencies and the modelling of failure consequences for the prediction of individual and societal risks.
The principles of this part of PD 8010 are based on best practice for the quantified risk analysis of new pipelines and existing pipelines. It is not intended to replace or duplicate existing risk analysis methodology, but is intended to support the application of the methodology and provide recommendations for its use.
This part of PD 8010 is applicable to buried pipelines on land that can be used to carry category D and category E substances that are hazardous by nature, being flammable and therefore liable to cause harm to persons. The guidance does not cover environmental risks.
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Features
Supplies an advanced practical guide which shows how very complicated problems be handled in a much simpler way
Use a user-friendly approach to present the information
Inlcudes worked examples and ready-to-use worksheets are given. After entering his/her data, the structural designer can carry out his/her own structural analysis in minutes
Provides worksheets on the book’s companion website
Summary
A sound and more modern Eurocode-based approach to design is the global approach, where the structures are considered as whole units, rather than to use traditional element-based design procedures. Although large frameworks and even whole buildings are now routinely analysed using computer packages, structural engineers do not always understand complex three-dimensional behaviour and thus manipulate the stiffness and the location of the bracing units to achieve an optimum structural arrangement.
This guide deals with two categories of multi-storey structures. It can be used for the plane stress, stability and frequency analysis of individual bracing units such as frameworks, coupled shear walls and cores. In addition, and perhaps more importantly, it can be used for the three dimensional stress, stability and frequency analysis of whole buildings consisting of such bracing units. The closed-form solutions in the book may also prove to be useful at the preliminary design stage when quick checks are needed with different structural arrangements. Their usefulness cannot be overemphasized for checking the results of a finite element (computer-based) analysis when the input procedure involves tens of thousands of items of data and where mishandling one item of data may have catastrophic consequences.
In addition to the critical load, the fundamental frequency, the maximum stresses and the top deflection of frameworks, coupled shear walls, cores and their spatial assemblies, a very important new piece of information is the "safety factor" of the structure (either a single unit or a whole building), which also acts as the performance indicator of the structure.
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This National Annex has been prepared by BSI Subcommittee B/525/6, Use of masonry. It is to be used in conjunction with BS EN 1996-1, BS EN 1996-2, and BS EN 1996-3
UK National Annex to Eurocode 6: Design of masonry structures
Part 1: General rules for reinforced and unreinforced masonry structures
Part 2: Design considerations, selection of materials and execution of masonry
Part 3: Simplified calculation methods for unreinforced masonry structures
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This National Annex has been prepared by BSI Subcommittee B/525/5,Structural use of timber. In the UK it is to be used in conjunction with BS EN 1995-1-1, BS EN 1995-1-2, and BS EN 1995-2.
UK National Annex to Eurocode 5: Design of timber structures
Part 1-1: General – Common rules and rules for buildings
Part 1-2: General – Structural fire design
Part 2: Bridges
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