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Articles 15121 - 15150 of 21740

Full-Text Articles in Engineering

Screening Of Rayleigh Waves By Open Trenches, E. Conte, G. Dente Apr 1995

Screening Of Rayleigh Waves By Open Trenches, E. Conte, G. Dente

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

This paper presents results of a numerical study on the effectiveness of open trenches in reducing the ground vibration caused by propagating Rayleigh waves. The analysis is performed in the frequency domain and under conditions of plane strain using the Boundary Element Method. The soil is modelled as a homogeneous isotropic linear elastic half space. In order to represent the screening effect due to the installation of the barrier, the index ER is introduced. ER is defined as the ratio of the rate of energy transmission over the area to be protected in the presence of the trench and that …

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Evaluation Of Man-Made Ground Vibrations, Xian Jian Yang Apr 1995

Evaluation Of Man-Made Ground Vibrations, Xian Jian Yang

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

The evaluation method of the man-made ground vibration and its formula are reviewed in the paper. The author's formula presented the possibility to solve the Vibration in near source due to the body wave from varied sources. The ground Vibration sources, such as traffic, pile driving etc. and the effects of the embedded source are involved as well. The parameters of the soil energy attenuation and the geometrical attenuation presented have been examined by National Standard Committee of CHINA in 1994. The case histories on varied testing site and vibrating effects are described.

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Discussions And Replies — Session Xii, Multiple Authors Apr 1995

Discussions And Replies — Session Xii, Multiple Authors

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

No abstract provided.

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A New Scenario Earthquake For Southern California Based On The January 17, 1994, Northridge Earthquake, W. W. Hays Apr 1995

A New Scenario Earthquake For Southern California Based On The January 17, 1994, Northridge Earthquake, W. W. Hays

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Prior to the M 6.8 Northridge, California, earthquake, the two principal scenarios for Southern California were based on a recurrence of a great earthquake (M 8.25) on the San Andreas Fault system and a moderate earthquake (M 6.5) on the Newport-Inglewood fault zone. Like the January 17, 1994, Northridge earthquake, the new scenario event--a blind thrust fault beneath Los Angeles--is expected to generate very high levels of ground shaking (acceleration, velocity, displacement, spectral response) in the epicentral region, trigger ground failure over a wide area; cause extensive damage to the built environment; and test all aspects of the earthquake risk …

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Solid Waste Landfill Performance During The 1994 Northridge Earthquake, A. J. Augello, J. D. Bray, R. B. Seed, N. Matasovic, E. Kavazanjian Jr. Apr 1995

Solid Waste Landfill Performance During The 1994 Northridge Earthquake, A. J. Augello, J. D. Bray, R. B. Seed, N. Matasovic, E. Kavazanjian Jr.

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

The performance of 22landfills in the Los Angeles area during the January 17, 1994 Northridge earthquake has been investigated. Observations of damage at these landfills indicate that the overall performance of solid waste landfills was encouraging. None of the surveyed landfills showed any signs of major damage. However, one geosynthetic-lined landfill experienced two tears in the geomembrane liner. Most landfills within 30 km of the zone of energy release experienced some form of cracking in the soil cover. Beyond approximately 40 km from the zone of energy release, little to no damage was observed.

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The Performance Of Hillside Fills During The Northridge Earthquake, David J. Mcmahon, Alan Kropp, Jonathan P. Stewart, Jonathon D. Bray Apr 1995

The Performance Of Hillside Fills During The Northridge Earthquake, David J. Mcmahon, Alan Kropp, Jonathan P. Stewart, Jonathon D. Bray

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Many hillside fills located in the Santa Monica, Santa Susana, and San Gabriel Mountains were damaged during the 1994 Northridge Earthquake. While no deaths have been attributed to fill movement, on the order of tens of millions of dollars in property damage was caused by fill movements which typically involved less than about 7.5cm (3 inches) of localized displacement. Some of the damage was induced by permanent deformations of underlying native materials, but most appears to have resulted from ground failure or ground shaking phenomena associated directly with the fill materials. These phenomena include cyclic compaction, lurching, and amplification of …

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Canlex (Canadian Liquefaction Experiment): A One Year Update, P. K. Robertson, B. R. List, B. A. Hofmann Apr 1995

Canlex (Canadian Liquefaction Experiment): A One Year Update, P. K. Robertson, B. R. List, B. A. Hofmann

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

The Canadian Geotechnical engineering community has embarked on a major study regarding the liquefaction of sand entitled The Canadian Liquefaction Experiment (CANLEX) through a collaborative effort of industry, engineering consultants and university participants, with the support of the Natural Sciences and Engineering Research Council of Canada (NSERC). The study is examining the characterization of sand for dynamic and static liquefaction. The project was started in 1993 and is expected to last at least 3 years with equal funding by both industry and NSERC for a total of about C$1.8M. This paper provides a brief progress report on the Project. Three …

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Numerical Modelling Approaches For The Analysis Of Earthquake Triggered Landslides, H. Modaressi, D. Aubry, E. Faccioli, C. Noret Apr 1995

Numerical Modelling Approaches For The Analysis Of Earthquake Triggered Landslides, H. Modaressi, D. Aubry, E. Faccioli, C. Noret

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Different numerical approaches for the analysis of earthquake triggered landslides are studied. Improved simplified models are developed and their performance for evaluating the response of natural slopes subjected to earthquakes is studied. Using more sophisticated numerical techniques the influence of several factors such as the hydro mechanical behavior assumptions, 1D vs. 2D geometry, and the input motion are assessed. 2D computations have shown that the kinematics of the slope motion is largely affected by the geometry of the slope. As far as the soil behavior is concerned, the results indicate that introduction of progressive yielding in the soil model provides …

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Worldwide Advances In Seismic Zonation, W. W. Hays Apr 1995

Worldwide Advances In Seismic Zonation, W. W. Hays

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Seismic zonation is the process that integrates the hazard, policy, and built environments to produce maps that divide a geographic region into smaller areas or zones which can be used by community decision makers to answer the question, "Where is the best location to locate and build a specific structure." Seismic zonation maps have been produced by almost every country in the world with the most rapid advances occurring after 1968.

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National Geotechnical Experimentation Sites (Nges), R. D. Woods Apr 1995

National Geotechnical Experimentation Sites (Nges), R. D. Woods

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

The cost of and time required for site characterization in preparation for field experimentation often exceeds the cost and time of performing the experiment. For this reason alone, there is a need for well characterized field experimentation sites. The additional advantage of being able to compare measurements of so1l and rock parameters by new methods with measurements of the same parameters by other methods in well-known materials is very beneficial to the geotechnical community. Finally, the need to perform full scale earth structure experiments dictates a need for well characterized and user friendly sites where large experiments can be performed. …

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Simple Physical Models For Foundation Dynamics, John P. Wolf Apr 1995

Simple Physical Models For Foundation Dynamics, John P. Wolf

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

As an alternative to rigorous boundary-element solutions, simple physical models can be used to determine e.g. the interaction force-displacement relationship (dynamic stiffness) of foundations and the seismic effective foundation input motion. Translational and rotational cones and their corresponding lumped-parameter models together with simple one-dimensional wave patterns in the horizontal plane allow surface, embedded and pile foundations even for a layered site to be analyzed and thus form a major step towards developing a strength-of-materials approach to foundation - vibration analysis. The analysis can mostly be performed directly in the time domain. The physical models provide physical insight which is often …

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Wave Propagation In The Ground And Isolation Measures, W. A. Haupt Apr 1995

Wave Propagation In The Ground And Isolation Measures, W. A. Haupt

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

The first part of this report deals with wave propagation in the ground. Special attention is given to the radiation of waves from a source and on the effect of layering or continuous variation of the shear modulus in the soil on travelling waves. In the second part, vibration isolation measures are described, such as open or infilled trenches and rows of bore holes or piles. The results of different theoretical and experimental investigations are compared. Finally, recently developed isolation measures are presented.

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Seismic Design Of Pile Foundations: Structural And Geotechnical Issues, Geoffrey R. Martin, Ignatius Po Lam Apr 1995

Seismic Design Of Pile Foundations: Structural And Geotechnical Issues, Geoffrey R. Martin, Ignatius Po Lam

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Research on soil-pile-structure interaction under dynamic loading over the past 20 years has led to a variety of analysis approaches of varying complexity to address a range of dynamic problems. Many of these analysis approaches have been adapted for use for the seismic design of pile foundations. In this paper, the various analysis methods are only briefly reviewed. The focus of discussion is on design concepts and issues more routinely used or encountered by structural engineers during seismic design of new or retrofitted pile foundation systems representative of those used for bridges and buildings.

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Preliminary Report On The Damage Of Buildings And Houses Due To The Great Hanshin (Kobe) Earthquake Of January 17, 1995, Yoshihiro Sugimura, Madan B. Karkee Apr 1995

Preliminary Report On The Damage Of Buildings And Houses Due To The Great Hanshin (Kobe) Earthquake Of January 17, 1995, Yoshihiro Sugimura, Madan B. Karkee

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

More than 5,400 persons were killed during the great Hanshin earthquake that occurred early in the morning (5:46 a.m.) of January 17, 1995. About 90% of the dead, most of which were aged persons, were crushed under wooden houses and other residential buildings damaged by the strong shock. People could not escape falling ceilings and furnitures because they were still in their sleep. In addition, the shock produced by the active fault directly under the area was very sudden. Markedly heavy damage was concentrated in the approximately 500m wide belt region lying between the Rokko base rock zone and the …

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General Report —Session I: Static And Dynamic Engineering Soil Parameters And Constitutive Relations Of Soils, Peter M. Byrne, Li Yan Apr 1995

General Report —Session I: Static And Dynamic Engineering Soil Parameters And Constitutive Relations Of Soils, Peter M. Byrne, Li Yan

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

No abstract provided.

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General Report —Session Ix: Geotechnical Analysis Of Recent Earthquakes, Walter W. Hays, C. Rojahn, A. Ansal Apr 1995

General Report —Session Ix: Geotechnical Analysis Of Recent Earthquakes, Walter W. Hays, C. Rojahn, A. Ansal

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

No abstract provided.

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General Report — Session Xi: Engineering Vibrations And Solutions, K. Rainer Massarsch, C. Madshus, A. Bodare Apr 1995

General Report — Session Xi: Engineering Vibrations And Solutions, K. Rainer Massarsch, C. Madshus, A. Bodare

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

No abstract provided.

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General Report — Session Xiv: Northridge Earthquake, January 17, 1994, G. L. Hempen Apr 1995

General Report — Session Xiv: Northridge Earthquake, January 17, 1994, G. L. Hempen

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

No abstract provided.

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Interaction Buckling Of Flange, Edge Stiffener And Web Of C-Sections In Bending, Colin A. Rogers, R. M. Schuster Apr 1995

Interaction Buckling Of Flange, Edge Stiffener And Web Of C-Sections In Bending, Colin A. Rogers, R. M. Schuster

CCFSS Library (1939 - present)

No abstract provided.

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Microwave Detection Optimization Of Disbond In Layered Dielectrics With Varying Thickness, Stoyan I. Ganchev, Nasser N. Qaddoumi, Emarit Ranu, R. Zoughi Apr 1995

Microwave Detection Optimization Of Disbond In Layered Dielectrics With Varying Thickness, Stoyan I. Ganchev, Nasser N. Qaddoumi, Emarit Ranu, R. Zoughi

Electrical and Computer Engineering Faculty Research & Creative Works

The detection sensitivity optimization of air disbond in layered dielectric composites, using an open-ended rectangular waveguide, is studied both theoretically and experimentally. The sensitivity of the disbond detection is strongly influenced by the proper choice of parameters such as the operating frequency and the layered composite geometry (conductor backed or terminated by an infinite half-space of air). The capability of optimizing the measurement system parameters to detect and estimate the thickness of a disbonded layer independent of some changes in the thickness of the dielectric coating is also demonstrated. The impact of the parameters influencing detection optimization is theoretically investigated …

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Ccfss Technical Bulletin February 1995, Wei-Wen Yu Center For Cold-Formed Steel Structures Feb 1995

Ccfss Technical Bulletin February 1995, Wei-Wen Yu Center For Cold-Formed Steel Structures

CCFSS Technical Bulletins (1993 - 2020)

No abstract provided.

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Metal Stud Manufacturer's Association Catalog, Metal Stud Manufacturer's Association Feb 1995

Metal Stud Manufacturer's Association Catalog, Metal Stud Manufacturer's Association

CCFSS Library (1939 - present)

No abstract provided.

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Ccfss News February 1995, Wei-Wen Yu Center For Cold-Formed Steel Structures Feb 1995

Ccfss News February 1995, Wei-Wen Yu Center For Cold-Formed Steel Structures

CCFSS Newsletters (1999 - 2008)

No abstract provided.

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Reproducible Technique For Packing Laboratory-Scale Trickle-Bed Reactors With A Mixture Of Catalyst And Fines, Muthanna H. Al-Dahhan, Yuanxin Wu, Milorad P. Duduković Feb 1995

Reproducible Technique For Packing Laboratory-Scale Trickle-Bed Reactors With A Mixture Of Catalyst And Fines, Muthanna H. Al-Dahhan, Yuanxin Wu, Milorad P. Duduković

Chemical and Biochemical Engineering Faculty Research & Creative Works

A Reproducible Procedure for Packing Small-Diameter Packed Beds with a Mixture of Fines and Catalyst is Reported. Such Beds Are Essential for Process Catalyst Testing in Trickle-Flow Reactors. Packing Uniformity Along the Bed, Reproducibility of Single-Phase Pressure Drop and Reproducibility of Liquid Holdup and Two-Phase Flow Pressure Drop in Repacked Beds Has Been Demonstrated. © 1995, American Chemical Society. All Rights Reserved.

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Thermal Design Guide For Exterior Walls, Steel In Residential Construction Advisory Group Jan 1995

Thermal Design Guide For Exterior Walls, Steel In Residential Construction Advisory Group

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

No abstract provided.

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Steel Deck Institute Design Manual For Composite Decks, Form Decks, Roof Decks, And Cellular Deck Floor Systems With Electrical Distribution, Steel Deck Institute Jan 1995

Steel Deck Institute Design Manual For Composite Decks, Form Decks, Roof Decks, And Cellular Deck Floor Systems With Electrical Distribution, Steel Deck Institute

Steel Deck Institute (SDI) Specifications and Manuals (1939 - present)

No abstract provided.

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Steel Deck Institute Diaphragm Design Manual Second Edition, Larry D. Luttrell Jan 1995

Steel Deck Institute Diaphragm Design Manual Second Edition, Larry D. Luttrell

Steel Deck Institute (SDI) Specifications and Manuals (1939 - present)

This manual has evolved from the first edition of the Steel Deck Diaphragm Design Manual (DDM01) and is based on research, testing and analysis done at West Virginia University since 1965. That work, sponsored by the Steel Deck Institute and its member companies, is under the direction of Dr. larry D. Luttrell who is the technical advisor to the Steel Deck Institute. The Institute is very grateful to Dr. Luttrell for his un~iring efforts and continued interest in this project.

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Compression Response Of Cracked Reinforced Concrete, Abdeidjelil Belarbi, Thomas T.C. Hsu Jan 1995

Compression Response Of Cracked Reinforced Concrete, Abdeidjelil Belarbi, Thomas T.C. Hsu

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

No abstract provided.

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Teaching Civil Engineering Design: Observations And Experiences, Charles Darwin Morris, Roger A. Laboube Jan 1995

Teaching Civil Engineering Design: Observations And Experiences, Charles Darwin Morris, Roger A. Laboube

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

Civil engineering design is an inspired activity. It offers the engineer a high degree of autonomy to conceive or create a unique, state-of-the-art, functional, costeffective facility. Civil engineering design calls on the talent of the engineer to balance the client's end-use requirements and financial resources, with the safety ofthe occupants. Because the process of engineering design has such a vast degree of freedom, teaching the concepts inherent in design is a very challenging, and at times frustrating, endeavor. The present paper discusses the many facets of the senior design course developed at the University of Missouri- Rolla to include a …

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Edge Strength Of Window Glass By Mechanical Test, Abdeidjelil Belarbi Jan 1995

Edge Strength Of Window Glass By Mechanical Test, Abdeidjelil Belarbi

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

No abstract provided.

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