This book highlights new developments in the field of building pathology and rehabilitation, taking an in-depth look into current approaches to the surveying of buildings and the study of defect diagnosis, prognosis and remediation. Including a number of real-world case studies and a detailed set of references for further reading, the book will appeal to a wide readership of scientists, practitioners, students and lecturers.
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The book presents recent research and practical insights relating to building pathology. As such it contributes toward the systematization and dissemination of knowledge regarding structural and hygrothermal pathologies, durability and diagnostic techniques, while at the same time, demonstrating the latest advances in this domain. It includes new developments in the field of building pathology and rehabilitation, bridging the gap between current approaches to the surveying of buildings and the detailed study of defect diagnosis, prognosis and remediation. It also features a number of case studies and a detailed list of references and suggestions for further reading. Providing an overview of the current state of the art in the field, the book will appeal to scientists, students, practitioners and lecturers. Furthermore, the topics covered are relevant to a variety of scientific and engineering disciplines, including civil, materials and mechanical engineering.
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This Handbook is focused on structural resilience in the event of fire. It serves as a single point of reference for practicing structural and fire protection engineers on the topic of structural fire safety. It is also stands as a key point of reference for university students engaged with structural fire engineering.
- Maximizes reader understanding of the concepts of structural fire safety and why/how they emerged and evolved over time
- Discusses what design fire models exist, when they might be chosen and why
- Details how different materials respond to fire and the methods that can be employed to attempt to ensure adequate structural response in fire
- Provides guidance concerning how solutions can be adequately implemented during the construction process
- Reviews the means by which post-fire performance can be interrogated and under what circumstances different structural forms can or cannot be re-instated
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This book provides a systematic and thorough overview of the classical bending members based on the theory for thin beams (shear-rigid) according to Euler-Bernoulli, and the theories for thick beams (shear-flexible) according to Timoshenko and Levinson. The understanding of basic, i.e., one-dimensional structural members, is essential in applied mechanics. A systematic and thorough introduction to the theoretical concepts for one-dimensional members keeps the requirements on engineering mathematics quite low, and allows for a simpler transfer to higher-order structural members. The new approach in this textbook is that it treats single-plane bending in the x-y plane as well in the x-z plane equivalently and applies them to the case of unsymmetrical bending. The fundamental understanding of these one-dimensional members allows a simpler understanding of thin and thick plate bending members.
Partial differential equations lay the foundation to mathematically describe the mechanical behavior of all classical structural members known in engineering mechanics. Based on the three basic equations of continuum mechanics, i.e., the kinematics relationship, the constitutive law, and the equilibrium equation, these partial differential equations that describe the physical problem can be derived. Nevertheless, the fundamental knowledge from the first years of engineering education, i.e., higher mathematics, physics, materials science, applied mechanics, design, and programming skills, might be required to master this topic.
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Written for beginners and advanced users alike, Principles of Structural Analysis Static and Dynamic Loads is part of a three volume series featuring Bentley's STAAD.Pro software. The series is not a how-to manual, but an illustration of the governing principles of engineering the software abides by, and the application of those principles within STAAD.Pro.
Author Krishnan Sathia, a Bentley technical support analyst, utilizes his years of experience to fill the gap that exists between the engineering concepts taught in schools and universities, and the application of those concepts on real-world problems. By connecting theory to practice, the material in this series of books will remain relevant long after today's software has been updated.
Static and Dynamic Loads guides readers through the identification of primary load types in STAAD.Pro and their effects on a structure. This is followed by the principles involved in the generation of loads such as wind, snow, and seismic forces through the software environment and how those loads can be combined and re-used for various purposes. The last part of the book deals with determining the dynamic properties of structures and analyzing them for dynamic loads through response spectrum and time history loading.
Filled with in-depth knowledge of structural analysis, high-quality illustrations and models, and applications through real-world problems, Principles of Structural Analysis Static and Dynamic Loads is a must read for students, practicing professionals, and educators around the world.
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This textbook demonstrates theoretical principles and actual cases of structural mechanics. This book explains basic definitions of beam, frame, and truss which are widely used in the field of structure mechanics and also shows important engineering tests such as moment distribution, characteristics of member section, analysis of a truss, analysis of a statically indeterminate structure, and principle of bending resistance of concrete section. These contents can help many students to figure out the resistance principle of a structure through simple model tests, dynamics, reinforced concrete structure, steel frame structure and understand how dynamic computational equation is mathematically used in structure mechanics.
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After about 6.5 yaers new theme for CivilEA is released. New theme is like previous one but more smooth and it is Mobile responsive theme and you can use it in any device.
We tried to design lite theme with more speed one.
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This tandard has been prepared in order to provide National guidelines on how to design fibre concrete structures in accordance with SS EN 1992-1-1. SS 674 is not a Eurocode but it is complement to SS EN 1992-1-1. Both documents should be read in conjunction with each other for a full comprehension of the subject.
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Author(s)/Editor(s): Eugene OBrien, Andrzej Nowak and Colin Caprani | Size: 29.1 MB| Format:PDF| Quality:Original preprint| Publisher: CRC Press| Year: 2021| pages: 237 | ISBN: ISBN-13: 978-0367332464 ISBN-10: 0367332469
There is considerable uncertainty about what level of traffic loading bridges should be designed for. Codes specify notional load models, generally to represent extreme levels of normal traffic, but these are often crude and have inconsistent levels of safety for different load effects. Over the past few decades, increasing quantities of reliable truck weight data has become available and it is now possible to calculate appropriate levels of bridge traffic loading, both for specific bridges and for a road network.
Bridge Traffic Loading brings together experts from all over the world to deliver not just the state-of-the-art of vertical loading, but also to provide recommendations of best-practice for all the major challenges in the field – short-span, single and multi-lane bridge loading, dynamic allowance and long-span bridges. It reviews issues that continue to be debated, such as which statistical distribution is most appropriate, whether free-flowing or congested traffic governs and dealing with future traffic growth. Specialist consultants and bridge owners should find this invaluable, as will regulators.
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