Earthquake Engineering: Proceedings of the Tenth World Conference on Earthquake Engineering, 19-24 July, 1992, Madrid, Spain
Author: Alberto Bernal | Size: 1 KB | Format:PDF | Quality:Unspecified | Publisher: January 1, 1992 by CRC Press | Year: 1992 | pages: 7000
The official proceedings of the 10th world conference on earthquake engineering in Madrid. Coverage includes damage in recent earthquakes, seismic risk and hazard, site effects, structural analysis and design, seismic codes and standards, urban planning, and expert system application.
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I I This book is intended to guide practicing structural engineers into more profitable routine designs with the AISC Load and Resistance Factor Design Specification (LRFD) for structural steel buildings. LRFD is a method of proportioning steel structures so that no applica ble limit state is exceeded when the structure is subjected to all appro priate factored load combinations. Strength limit states are related to safety, and concern maximum load carrying capacity, Serviceability limit states are related to performance under service load conditions such as deflections. The term "resistance" includes both strength states and serviceability limit states. LRFD is a new approach to the design of structural steel for buildings. It involves explicit consideration of limit states, multiple load factors and resistance factors, and implicit probabilistic determination of relia bility. The type of factoring used by LRFD differs from the allowable stress design of Chapters A through M of the 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design, where only the resistance is divided by a factor of safety to obtain an allowable stress, and from the plastic design provisions of Chapter N, where the loads are multi plied by a common load factor of 1.7 for gravity loads and 1.3 for gravity loads acting with wind or seismic loads. LRFD offers the structural engineer greater flexibility, rationality, and economy than the previous 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design.
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This volume strives to give complete information about the main aspect of the stability behaviour of steel structures and their members. In following this objective, the volume presents a complete scientific background (profiting from the fact that the authors of the individual parts of the publication have personally been very active in the corresponding field of research for an extended period of time now), but also establishes recommendations, procedures and formulae for practical design. The significance of the volume may be seen in its challenging current concepts of stability analysis, encouraging progress in the field and thereby establishing an advanced basis for more reliable and economical design.
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Article/eBook Full Name: Assessment of EC8 Provisions for Seismic Design Steel Structures
Author(s): Raffaele Landolfo
Edition: 1st
ISBN: 978-92-9147-112-6
Published By: ECCS
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Full title: Introduction to Process Geomorphology
Author: Vijay K. Sharma
Publisher: CRC Press; 1 edition (April 21, 2010)
Language: English
ISBN-10: 1439803374
ISBN-13: 978-1439803370
The 3rd International Conference on Boundary Element Methods held in California during July 1981 constituted a forum for the presentation of the most advanced research in BEM. When comparing the Proceedings - published in this book - with those of previous meetings it is evident that rapid advances have been made in important fields. Regarding applications of BEM, this book contains several important papers dealing with time dependent and vibrations problems, fluid flow and material non-linearities. Several types of non-linearity are discussed, i.e. elastoplasticity, viscoelasticity and notension type materials. A substantial number of papers deals with stress analysis, including treatment of body forces, higher order models, crack problems, cyclic symmetry and sliding and other types of conditions. One of the papers even extended the BEM to deal with shell analysis opening a promising new area of research. Geomechanical applications are also well represented and for these problems the advantages of using BEM which can include radiation as well as material damping are obvious.
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This volume strives to give comprehensive information about the main aspects of the behaviour and limit states of steel plated structures. In following this objective, the volume presents a complete scientific background (profiting from the fact that the authors of the individual parts of the publication have personally been very active in the corresponding fields of research for an extended period of time), but also establishes design recommendations, procedures and formulae. The significance of the volume may be seen in its challenging current concepts of the analysis of steel plated structures, encouraging progress in the field, and thereby establishing an advanced basis for a more reliable and economical design.
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Definition of semi-rigid steel structural connections, classification and influence to the structural response of sway and non-sway steel frames. Sources of connection compliance, ductility and the application of the component method for characterization of the joint properties. Verification procedures for the available and the required capacity of joints and the design of semi-rigid steel structural connections. Application of the Finite Element Method for the simulation of the structural response of semi-rigid connections taking into account all prominent nonlinear phenomena (cf. e.g. contact, friction and plasticity).
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Reading the ground: morphology and geology in site appraisal.
HUTCHINSON, J. N.
Quarterly Journal of Engineering Geology and Hydrogeology, 34, 7-50. , 2001.
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Engineering geomorphological input to ground models: an approach based on Earth systems.
GRIFFITHS, J. S., & STOKES, M,.
Quarterly Journal of Engineering Geology and Hydrogeology, 41, 73-91. 2008
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Geomorphological roulette for engineers and planners: some insights into an old game.
BRUNSDEN, D.,
Quarterly Journal of Engineering Geology and Hydrogeology, 35, 101-142. 2002
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