Article/eBook Full Name: 7th lnternational Conference on Earthquake Geotechnical Engineering (VII ICEGE)
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Article/eBook Full Name: Nonlinear seismic analyses of the "ELSA" buildings
Author(s): Peter Fajfar; Dusica Drobnic
Publish Date: 1998
Published By: Proceedings of the eleventh european conference on earthquake engineering, 6-11 September, 1998
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Does anyone have the following paper? Appreaciate if you could share to me
"Effect of Rotation Rate on Field Vane Shear Strength" by Hiroshi Hirabayashi (TOA Corporation), ISOPE-I-17-362, International Society of Offshore and Polar Engineers
Structural Building Design: Wind and Flood Loads is based upon the author’s extensive experience in South Florida as a structural designer, building code official, and an expert witness. He has more than 30 years of engineering experience in the United States, Dubai, and India. The book illustrates the use of ASCE standards ASCE 7-16 and ASCE 24-14 in the calculations of wind and flood loads on building structures.
Features:
• Discussions of the evolution of the ASCE 7 standards
• Includes discussion of wind load guidance in the International Building Code
• Examines the Building Envelope Product Approval System
• Includes numerous solved real-life examples of wind-related issues
• Presents numerous solved real-life examples demonstrating various flood load concepts
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Author(s)/Editor(s): AASHTO | Size: 29.6 MB | Format:PDF | Quality:Original preprint | Publisher: American Association of State Highway and Transportation Officials (AASHTO) | Year: 2018 | pages: 657 | ISBN: ISBN: 9781560516835
This manual has been developed to assist bridge owners by establishing inspection procedures and evaluation practices that meet the National Bridge Inspection Standards (NBIS). The manual has been divided into eight sections, with each section representing a distinct phase of an overall bridge inspection and evaluation program. This edition updates Sections 3: Bridge Management Systems; 4: Inspection; 6: Load Rating; and 7: Fatigue Evaluation of Steel Bridges. Additional sections include: Bridge Files and Documentation; Material Testing; and Nondestructive Load Testing.
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The book combines history with academic notes for use at the university level, presenting design examples from actual jobs with applications and detailing for the practicing engineer. Chapter 1 tells the history of post-tensioned concrete as only Ken Bondy can tell it. Chapters 2-8 are the notes Dirk Bondy uses to teach Design of Prestressed Concrete Structures at UCLA and Cal Poly-San Luis Obispo. Chapters 9-13 are design examples that address many of the decisions faced by practicing engineers on typical projects. Chapters 13-14 cover the art of detailing and observing the construction of post-tensioned concrete. This knowledge was obtained over many years of working on our own projects and listening and learning from the the pioneers of post-tensioned concrete. Chapter 15 covers the slab on grade industry, which represents more sales of post-tensioning tendons than all other post-tensioning applications combined. Chapter 16 discusses the challenging application of post-tensioning-external post-tensioning.
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This book presents the latest experimental and numerical analysis work in the field of ground deformation and base instability of deep excavations in soft clay subjected to hydraulic uplift. The authors’ latest research findings, based on dimensional analyses, well-instrumented full-scale field tests, systematic coupled-consolidation finite element analyses and centrifuge tests are reported. This book shows how to systematically approach a complex geotechnical problem, from identifying existing problems, reviewing literature, to dimensional and numerical analyses, validation through full-scale testing and centrifuge model testing. The methodologies are also introduced as major tools adopted in geotechnical research.
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Rockburst: Mechanisms, Monitoring, Warning and Mitigation invites the most relevant researchers and practitioners worldwide to discuss the rock mechanics phenomenon related to increased stress and energy levels in intact rock introduced by drilling, explosion, blasting and other activities. When critical energy levels are reached, rockbursts can occur causing human and material losses in mining and tunneling environments. This book is the most comprehensive information source in English to cover rockbursts.
Comprised of four main parts, the book covers in detail the theoretical concepts related to rockbursts, and introduces the current computational modeling techniques and laboratory tests available. The second part is devoted to case studies in mining (coal and metal) and tunneling environments worldwide. The third part covers the most recent advances in measurement and monitoring. Special focus is given to the interpretation of signals and reliability of systems. The following part addresses warning and risk mitigation through the proposition of a single risk assessment index and a comprehensive warning index to portray the stress status of the rock and a successful case study. The final part of the book discusses mitigation including best practices for distressing and efficiently supporting rock.
Designed to provide the most comprehensive coverage, the book will provide practicing mining and tunneling engineers the theoretical background needed to better cope with the phenomenon, practical advice from case studies and practical mitigation actions and techniques. Academics in rock mechanics will appreciate this complete reference to rockburst, which features how to analyze stress signals and use computational modeling more efficiently.
Offers understanding of the fundamental theoretical concepts of rockbursts
Explores how to analyze signals from current monitoring systems
Shows how to apply mitigating techniques in current work
Identifies characteristics that should be measured in order to detect rockburst risk
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Recent developments in the fields of energy, transport and industrial engineering have led to the emergence of new types of structures and infrastructures subject to variable stresses, for which the usual methods for designing pile foundations are now inadequate. The recommendations presented in this book will help to partly fill this technical gap by proposing a methodological approach and calculation methods to take account of the effects of cyclic loads in the design of foundations on piles. These are based on both laboratory and full scale experiments, and on modeling carried out within the framework of the national SOLCYP project.
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