Konstruktionsteknik

En flot illustreret bog om landhuset, skrevet af landets vel nok mest vidende mand på området. Om hvordan man istandsætter og ombygger landhuse på en måde, som er i overensstemmelse med husets oprindelige arkitektur og brug af materialer. Bogen er relevant for alle, der bor på landet, eller bare drømmer om at flytte ud. Vi får her en spændende gennemgang af både landsbyens og landhusenes udvikling fra de ældste tider til i dag, herunder de ændrede funktioner, de arkitektoniske stilarter og materialer. Der er kapitler om de forskellige typer af boliger, deres baggrund, karakteristika og indretning. Endelig giver bogen konkret rådgivning og vejledning om istandsættelse, ombygning, bygningsbevaring og reetablering, hvor de forskellige bygningsdele gennemgås systematisk, lige fra bindingsværkshuse med stråtag til murede huse, træhuse, sommerhuse osv.Søren Vadstrup er restaureringsarkitekt, tidl. leder af Raadvad-Centeret og forskningslektor på Kunstakademiets Arkitektskole i København. Udgav i 2004 bogen Huse med sjæl og i 2014 Byhuset.

Er en indføring i landmåling, og er primært tiltænkt studerende på uddannelserne til bygningskonstruktør, byggetekniker og kort- og landmålingstekniker. Bogen vil uden tvivl også kunne finde anvendelse på andre uddannelser, hvor kendskab til land måling er påkrævet. Bogen gennemgår de grundlæggende landmålingsprincipper ved kortlægning af mindre områder. Der er lagt vægt på de praktiske metoder og med formidling af god landmålingsskik for øje. For at give en grundig indføring i principperne, vises hvordan kort kan tegnes direkte på et stykke papir og af samme årsag beskrives teodolitten, selv om denne for længst er afløst af totalstationen i det daglige praktiske arbejde.Et appendiks viser hvordan bygningsafsætninger udføres, og hvordan 3D-terrænmodeller opbygges.

Stålkonstruktioner efter DS/EN 1993 Konstruktionsbog til Eurocode 3 Stålkonstruktioner efter DS/EN 1993 giver en grundig indføring i beregning af stålkonstruktioner, både baggrunden for beregningsmetoderne og den praktiske brug af stålnormen. Bogen er rettet til rådgivende ingeniører og andre, der beskæftiger sig med projektering af stålkonstruktioner. Specielt bogens mange detaljeret gennemregnede eksempler kan bruges som inspiration i det daglige arbejde. Stålkonstruktioner efter DS/EN 1993 er baseret på det nye fælles europæiske normsystem, Eurocodes og tilføjet de danske annekser. Desuden er der flere steder anført almindeligt accepterede, tilnærmede beregningsmetoder, som forfatterne har vurderet nyttige for de projekterende. Endelig er der medtaget en række praktiske udførelsesdetaljer med tilhørende beregninger. Stålnormens anvendelse er overalt i bogen illustreret med eksempler.

København er en ægte broby. Her er alle de gamle broer, en lang række nye fra 2000’erne, og flere er på vej. Derfor er det på tide med en status. Broerne i København viser rundt til mere end 25 af hovedstadens utallige broer – over havneløbet og de forskellige kanaler og til en lang række broer inde på land. Både de gamle og de nye. Vi skal over mange steder på gåben, på cykel, i bil eller bus, over vand og over land eller jernbane. Peter Olesen er ikke bange for at sige sin mening: Han roser de nye broer for at lege med lyset, når mørket bryder frem. Og han efterlyser samtidig en bedre skiltning ved den enkelte bro med navn og byggeår. Peter Olesen fortæller med lune og entusiasme om broerne og deres historie. Her er historier og fakta for alle, der elsker at opleve hovedstaden fra nye sider. Bogen er illustreret med Henrik Bjerregravs smukke fotos, der lader os opleve hovedstaden og dens mange broer på kryds og tværs og på alle timer af døgnet.

Kan det holde? Hvis din nye og dyre kontorstol går i stykker efter, at du har siddet i den få gange, ville du så købe den samme stol igen, og endda anbefale den til andre? Ved at anvende statik, styrke- og materialelære, når man konstruerer eller ombygger en konstruktion, kan man dimensionere den, så den kan holde til de forventede belastninger, der opstår når produktet anvendes.Dette er den anden bog i trilogien Grundlæggende konstruktion. Trilogien blev udviklet til forfatterens undervisning på Produktionteknolog uddannelse på Københavns Erhvervsakademi. Trilogien er udviklet, så den henvender sig til både ingeniører, arkitekter, maskinmestre, produktudviklere, konstruktører, designere, håndværkere, HTX-studerende og andre, der ønsker at lære eller få genopfrisket, hvordan man beregner styrken i ens konstruktioner.Bogen gennemgår teorien for den grundlæggende styrkelære og er opdelt over fire kapitler: Dimensionering, Profiler, Indre kræfter og Samlinger. Bogen gennemgår gode råd om konstruktion, bevidst svageste led, tyngdepunkt, inertimoment, modstandsmoment, fra kraft til spænding, de forskellige spændingstyper, samt nedbøjning, forskydnings- og momentkurver for simple bjælkekonstruktioner. Bogen afsluttes med bolte- og svejsesamlinger samt ti cases, hvor teorierne i bogen kan anvendes. Om forfatterenKim Kjærsgaard er uddannet håndværker i Flyvevåbnet og ingeniør fra Aalborg Universitet i Esbjerg.Har siden 2015 arbejdet som underviser på Produktionsteknologuddannelsen på KEA - Københavns Erhvervsakademi.Samt er CEO hos VAXA Consulting.Læs mere om styrkelærebogen på www.kandetholde.dk/styrkelæreLæs mere om trilogien på www.kandetholde.dk/bøger

Kan det holde? Hvis din nye og dyre kontorstol går i stykker efter, at du har siddet i den få gange, ville du så købe den samme stol igen, og endda anbefale den til andre? Ved at anvende statik, styrke- og materialelære, når man konstruerer eller ombygger en konstruktion, kan man dimensionere den, så den kan holde til de forventede belastninger, der opstår når produktet anvendes.Denne bog er den første af tre lærebøger indenfor faget konstruktion. Trilogien er tiltænkt ingeniører, maskinmestre, produktudviklere, arkitekter, konstruktører, designere, håndværkere, HTX-studerende og andre, der beskæftiger sig med konstruktioner.Bogen gennemgår teorien for den grundlæggende statik som kræfter, lasttyper, understøtninger, momenter, simple bjælkekonstruktioner og ligevægt. I afsnittet om simple bjælkekonstruktioner beregnes de ydre kræfter først med den klassiske metode, og afsluttes med to nye hurtigmetoder, der på få sekunder kan bestemme reaktionerne.I slutningen af bogen vil der være øvelser i at omsætte fysiske produkter til statiske modeller, samt en case, hvor reaktionerne skal bestemmes.Om forfatterenKim Kjærsgaard er uddannet håndværker i Flyvevåbnet og ingeniør fra Aalborg Universitet i Esbjerg.Har siden 2015 arbejdet som underviser på Produktionsteknologuddannelsen på KEA - Københavns Erhvervsakademi.Samt er CEO hos VAXA Consulting.Læs mere om statikbogen på www.kandetholde.dk/statikLæs mere om trilogien på www.kandetholde.dk/bøger

This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work.This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work.As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.

When we think of covered bridges, we think of Vermont. Today, the state still boasts a hundred covered bridges, and records tell of hundreds more such historical structures no longer in existence. Vermont Covered Bridges offers views of the most interesting and beautiful of these bygone covered bridges, as well as old photographs of existing structures. The images are drawn from the archives of the National Society for the Preservation of Covered Bridges (NSPCB), including the incomparable Richard Sanders Allen Collection and the work of noted photographers Henry A. Gibson, Raymond Brainerd, and others. Royalties from the sales of this book will benefit the NSPCB.

This title looks at the development of reinforced and prestressed concrete in Britain, over the last 100 years, but with a description of the precedents. Comprising a series of essays by experts it provides general background on the use of concrete, and looks at more specialist applications.

During the 1980's, research was being carried out to instrument and monitor the piled foundation beneath one leg of the BP Magnus platform in order to determine the actual loads imposed on the piles and seabed by the structural and environmental forces. This volume brings together the findings and discussions resulting from this research.

This book gives both students and practising civil engineers an authoritative review of the state-of-the-art of designing deep foundations, excavations and tunnels. In addition, the case studies and numerical modelling presented will give valuable insights into the challenges of soil-structure engineering.

This book brings together all the Symposium papers from leading international researchers, published in Geotechnique, the keynote speeches presented at the Symposium, at the Institution of Civil Engineers on 20 June 2011, and a selection of questions posed by delegates during the Symposium, together with answers from presenters.

Structural Analysis with Finite Elements reveals the theory behind the finite element (FE) method as it relates to structural engineering and explains how to overcome commonly encountered problems and errors found in everyday structural modelling with finite element software.

Trigonometry, Surveying and Navigation is a comprehensive guidebook written by George Albert Wentworth in 1895. This book provides a detailed explanation of the principles and applications of trigonometry, surveying, and navigation. It is designed to be a practical resource for students, engineers, and anyone interested in these subjects.The book begins with an introduction to trigonometry, covering topics such as angles, the trigonometric functions, and the laws of sines and cosines. It then moves on to surveying, discussing the various instruments and techniques used for measuring distances, angles, and elevations. The author also explains how to create maps and charts using surveying data.The final section of the book focuses on navigation, including the use of celestial bodies for determining position, the calculation of distances and bearings, and the use of charts and maps for navigation. Wentworth includes numerous examples and exercises throughout the book to help readers understand the concepts and apply them to real-world situations.Overall, Trigonometry, Surveying and Navigation is a valuable resource for anyone interested in these subjects, providing a comprehensive overview of the principles and practical applications of trigonometry, surveying, and navigation in a clear and concise manner.This scarce antiquarian book is a facsimile reprint of the old original and may contain some imperfections such as library marks and notations. Because we believe this work is culturally important, we have made it available as part of our commitment for protecting, preserving, and promoting the world's literature in affordable, high quality, modern editions, that are true to their original work.

The Statically-Indeterminate Stresses In Frames Commonly Used For Bridges is a book written by Isami Hiroi in 1905. The book is a comprehensive study of the stresses that occur in bridge frames that are statically indeterminate. It covers the theoretical and practical aspects of bridge construction, including the design and analysis of bridge frames, the calculation of stress and strain, and the determination of the load-carrying capacity of bridges. The book is divided into several chapters, each of which covers a specific aspect of bridge design and analysis. The first chapter provides an overview of the basic principles of statics and mechanics, while the second chapter discusses the stresses and strains that occur in statically indeterminate structures. The third chapter focuses on the design and analysis of bridge frames, while the fourth chapter covers the calculation of stress and strain in bridge frames. The fifth chapter of the book is dedicated to the determination of the load-carrying capacity of bridges, while the sixth chapter discusses the practical aspects of bridge construction, including the selection of materials and the construction process. The final chapter of the book provides a summary of the key points covered in the previous chapters and offers some practical advice for bridge designers and engineers.Overall, The Statically-Indeterminate Stresses In Frames Commonly Used For Bridges is a valuable resource for anyone involved in the design, construction, or maintenance of bridges. It provides a thorough and detailed analysis of the stresses and strains that occur in bridge frames, and offers practical advice for designing and building safe and efficient bridges.This scarce antiquarian book is a facsimile reprint of the old original and may contain some imperfections such as library marks and notations. Because we believe this work is culturally important, we have made it available as part of our commitment for protecting, preserving, and promoting the world's literature in affordable, high quality, modern editions, that are true to their original work.

Surveying and Leveling Instruments: Theoretically and Practically Described is a book written by William Ford Stanley and published in 1901. The book provides a comprehensive introduction to the field of surveying and leveling, with a particular focus on the instruments used in these activities. The book is divided into several chapters, each of which covers a different type of instrument or technique. The first chapter provides an overview of the principles of surveying, including the use of angles and distances to measure and map land. The second chapter focuses on the various types of leveling instruments, including the dumpy level, the wye level, and the Y level. Subsequent chapters cover theodolites, compasses, chains, tapes, and other tools used in surveying and leveling. The book also includes detailed instructions on how to use each instrument, as well as practical tips and advice for conducting accurate surveys. Throughout the book, Stanley emphasizes the importance of precision and accuracy in surveying and leveling, and provides numerous examples and illustrations to help readers understand the concepts and techniques involved. Overall, Surveying and Leveling Instruments: Theoretically and Practically Described is a valuable resource for anyone interested in the field of surveying, from students and professionals to hobbyists and enthusiasts. Its clear and concise explanations, combined with practical advice and detailed instructions, make it an essential reference for anyone working in this field.For Construction, Qualities, Selection, Preservation, Adjustments, And Uses. With Other Apparatus And Appliances Used By Civil Engineers And Surveyors In The Field.This scarce antiquarian book is a facsimile reprint of the old original and may contain some imperfections such as library marks and notations. Because we believe this work is culturally important, we have made it available as part of our commitment for protecting, preserving, and promoting the world's literature in affordable, high quality, modern editions, that are true to their original work.

Numerical Bridge Deck Aerodynamics Investigation" is a comprehensive and insightful book that focuses on the study of aerodynamics specifically related to bridge decks through numerical analysis. Written by experts in the field, this book presents an in-depth exploration of the complex interactions between bridge decks and the surrounding wind flow, utilizing advanced computational techniques.The book begins by establishing a strong foundation in the fundamental principles of aerodynamics and bridge engineering. It then delves into the numerical methods and simulation models employed to accurately predict and analyze the aerodynamic behavior of bridge decks under various wind conditions. The authors present in detailed with simulations, providing practical insights into the flow patterns, wind pressures, and structural responses experienced by bridge decks.Throughout the book, the authors highlight the significance of accurate aerodynamic analysis in the design and maintenance of bridges, emphasizing the importance of considering aerodynamic loads to ensure structural safety and serviceability. They discuss various factors influencing the aerodynamic performance of bridge decks, such as bridge geometry, wind direction, wind turbulence, and wind-induced vibrations.This book serves as an invaluable resource for researchers, engineers, and professionals involved in bridge design, construction, and maintenance. By employing numerical techniques, the book offers a systematic approach to evaluating and optimizing the aerodynamic performance of bridge decks, leading to more efficient and reliable bridge designs. It bridges the gap between theory and practice, offering practical guidance and solutions for mitigating the potential risks associated with wind effects on bridges.

This scarce antiquarian book is a facsimile reprint of the original. Due to its age, it may contain imperfections such as marks, notations, marginalia and flawed pages. Because we believe this work is culturally important, we have made it available as part of our commitment for protecting, preserving, and promoting the world's literature in affordable, high quality, modern editions that are true to the original work.

Capturing the mechanical behaviour of engineered soils requires new constitutive models tailored for stabilising materials (biogenic, polymeric, etc.) and methods for their inclusion in soil. In this book and to accommodate such an integrated approach, a range of non-conventional materials are first discussed from physio-chemo-mechanical, circularity, and socioeconomic perspectives. Contributions continue with tailored methods for the determination of advanced mechanical properties and methods to capture the response of grand systems constituting such materials. The book concludes with contributions about how materials and methods should and are combined to develop new soil models. The integrated approach followed in this book makes it of interest to geotechnical researchers, as well as design engineers, policymakers, and planners¿hence the broad spectrum of built environment stakeholders.

Ground vibrations during earthquakes cause deformation and forces in the structures. The earthquake of the late 19th and early 20th centuries triggered several early advancements in science and engineering. The Bhuj earthquake of 2001 was the first instance of engineering causing the collapse of modern multi-storey buildings in India. The main principle used in the seismic design of the structure is capacity design. This principle allows the design of dissipative members, where the energy dissipation will be concentrated during a seismic event, while the non-dissipative members are protected from failure by providing them with a level of over strength such that they can resist the maximum force developed by the plasticization in the dissipative zone. Capacity design principles are; Global plastic mechanism of structure, Identification of dissipative and non-dissipative zones in the structure, and Provision of proper detailing to ensure maximum ductility for dissipative zones. In recent days because of rapid population growth, civil engineering structures like high-rise buildings, long-span bridges, huge industrial buildings, etc., have become more common. These structures are prone to damage during natural disasters and the consequences of failure are catastrophic. Hence some precautions need to be taken during the design of structures. However, these structures cannot be made completely safe against such calamities. Some extraordinary situations may cause damage to the structures or may lead to collapse. So it is important to make the structure safe even after extraordinary situations of natural disasters. Structures can be protected against natural hazards by using a lateral load resisting system or structural damping system or energy dissipating system. Steel LFRS has been used in all forms the structures to resist lateral forces like earthquake and wind forces. This system provides various advantages such as cost reduction, speed of construction, reduced foundation cost, and increased ductility of the structure. Using steel as construction material economic designs can be achieved that provide life safety for the occupants. Commonly used structural typologies for a steel building to resist the lateral forces are, Moment resisting frames (MRF), Braced frames, and Steel plate shear walls.

This scarce antiquarian book is a facsimile reprint of the original. Due to its age, it may contain imperfections such as marks, notations, marginalia and flawed pages. Because we believe this work is culturally important, we have made it available as part of our commitment for protecting, preserving, and promoting the world's literature in affordable, high quality, modern editions that are true to the original work.

This scarce antiquarian book is a facsimile reprint of the original. Due to its age, it may contain imperfections such as marks, notations, marginalia and flawed pages. Because we believe this work is culturally important, we have made it available as part of our commitment for protecting, preserving, and promoting the world's literature in affordable, high quality, modern editions that are true to the original work.