Nonlinear Dynamic Finite Element Analysis Of Steel Frames With Semi Rigid Joints


Nonlinear Dynamic Finite Element Analysis Of Steel Frames With Semi Rigid Joints
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Nonlinear Dynamic Finite Element Analysis Of Steel Frames With Semi Rigid Joints


Nonlinear Dynamic Finite Element Analysis Of Steel Frames With Semi Rigid Joints
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Author : Ali Abolmaali
language : en
Publisher:
Release Date : 1999

Nonlinear Dynamic Finite Element Analysis Of Steel Frames With Semi Rigid Joints written by Ali Abolmaali and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999 with Building, Iron and steel categories.




Non Linear Static And Cyclic Analysis Of Steel Frames With Semi Rigid Connections


Non Linear Static And Cyclic Analysis Of Steel Frames With Semi Rigid Connections
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Author : Siu-Lai Chan
language : en
Publisher: Elsevier
Release Date : 2000-05-19

Non Linear Static And Cyclic Analysis Of Steel Frames With Semi Rigid Connections written by Siu-Lai Chan and has been published by Elsevier this book supported file pdf, txt, epub, kindle and other format this book has been release on 2000-05-19 with Technology & Engineering categories.


This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. In chapter 1, the basic fundamental behaviour and philosophy for design of structural steel is discussed, emphasising different modes of buckling and the inter-relationship between different types of analysis. In addition to this, different levels of refinement for non-linear analysis are described. An introduction is also given to the well-known P-&dgr; and P-&Dgr; effects. Chapter 2 presents the basic matrix method of analysis and gives several examples of linear analysis of semi-rigid pointed frames. It is evident from this that one must have a good understanding of first-order linear analysis before handling a second-order non-linear analysis. In chapter 3, the linearized bifurcation and second-order large deflection are compared and the detailed procedure for a second-order analysis based on the Newton-Raphson scheme is described. Chapter 4 introduces various solution schemes for tracing of post-buckling equilibrium paths and the Minimum Residual Displacement control method with arc-length load step control is employed for the post-buckling analysis of two and three dimensional structures. Chapter 5 addresses the non-linear behaviour and modelling of semi-rigid connections while several numerical functions for description of moment versus rotation curves of typical connection types are introduced. The scope of the work in chapter 6 covers semi-rigid connections and material yielding to the static analysis of steel frames. Chapter 7 studies the cyclic response of steel frames with semi-rigid joints and elastic material characteristics. In the last chapter the combined effects of semi-rigid connections and plastic hinges on steel frames under time-dependent loads are studied using a simple springs-in-series model. For computational effectiveness and efficiency, the concentrated plastic hinge concept is used throughout these studies.



Advanced Analysis For Three Dimensional Semi Rigid Steel Frames Subjected To Static And Dynamic Loadings


Advanced Analysis For Three Dimensional Semi Rigid Steel Frames Subjected To Static And Dynamic Loadings
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Author : Phu-Cuong Nguyen
language : en
Publisher: GRIN Verlag
Release Date : 2023-05-26

Advanced Analysis For Three Dimensional Semi Rigid Steel Frames Subjected To Static And Dynamic Loadings written by Phu-Cuong Nguyen and has been published by GRIN Verlag this book supported file pdf, txt, epub, kindle and other format this book has been release on 2023-05-26 with Technology & Engineering categories.


Doctoral Thesis / Dissertation from the year 2014 in the subject Engineering - Civil Engineering, grade: 9, , course: Advanced Steel Structures, language: English, abstract: This dissertation presents three various advanced analysis approaches which can capture accurately and efficiently the ultimate strength and behavior of steel framed structures with nonlinear beam-to-column connections subjected to static and dynamic loadings. Three major sources of nonlinearity are considered in the analyses as follows: (1) material nonlinearity; (2) geometric nonlinearity; and (3) connection nonlinearity. Three types of nonlinear beam-column element formulation considering both geometric and material nonlinearities are coded into two nonlinear structural analysis programs: (1) Nonlinear Structural Analysis Program (NSAP) – 2-D plastic-zone finite element; (2) Practical Advanced Analysis Program (PAAP) – 3-D refined plastic-hinge element and 3-D plastic-fiber element. Three types of steel frames analyzed by the proposed program are: (1) rigid frames – beam-to-column connections are fully rigid; (2) linear semi-rigid frames – beam-to-column connections have constant stiffness; and (3) nonlinear semi-rigid frames – beam-to-column connections have continuously variable stiffness. Three types of analysis can be performed are: (1) nonlinear inelastic static analysis; (2) nonlinear elastic and inelastic time-history analysis; and (3) free vibration analysis. Three main resources of damping are taken into account in the proposed programs are: (1) hysteretic damping due to inelastic material; (2) structural viscous damping employing Rayleigh damping; (3) hysteretic damping due to nonlinear beam-to-column connections. Two computer programs are developed: (1) Nonlinear Structural Analysis Program (NSAP) – written in the C++ programming language; (2) Practical Advanced Analysis Program (PAAP) – written in the FORTRAN 77 programming language. They are verified for accuracy and computational efficiency by comparing predicted results with those generated by the commercial finite element analysis packages of ABAQUS and SAP2000, and other results available in the literature. Through several numerical examples, the proposed program (PAAP) proves to be a reliable and efficient tool for daily practice design in lieu of using costly and time-consuming commercial software.



Development And Application Of Nonlinear Dissipative Device In Structural Vibration Control


Development And Application Of Nonlinear Dissipative Device In Structural Vibration Control
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Author : Zheng Lu
language : en
Publisher: MDPI
Release Date : 2018-08-21

Development And Application Of Nonlinear Dissipative Device In Structural Vibration Control written by Zheng Lu and has been published by MDPI this book supported file pdf, txt, epub, kindle and other format this book has been release on 2018-08-21 with Electronic books categories.


This book is a printed edition of the Special Issue " Development and Application of Nonlinear Dissipative Device in Structural Vibration Control" that was published in Applied Sciences



Advances In Steel Structures Icass 96


Advances In Steel Structures Icass 96
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Author : S.L. Chan
language : en
Publisher: Elsevier
Release Date : 1996-12-06

Advances In Steel Structures Icass 96 written by S.L. Chan and has been published by Elsevier this book supported file pdf, txt, epub, kindle and other format this book has been release on 1996-12-06 with Technology & Engineering categories.


These two volumes of proceedings contain 11 invited keynote papers and 172 contributed papers presented at the International Conference on Advances in Steel Structures held on 11-14 December 1996 in Hong Kong. The papers cover a wide spectrum of topics and have been contributed from over 20 countries around the world. The conference, the first ever of its kind in Hong Kong, provided a forum for discussion and dissemination by researchers and designers of recent advances in the analysis, behaviour, design and construction of steel structures. The papers in the proceedings report the current state-of-the-art and point to the future directions of structural steel research. Volume I contains 93 papers on the analysis, behaviour, design and construction of framed structures and bridges, with 90 papers in Volume II dealing with plates, shells, analysis, optimization and computer applications, dynamics and seismic design, fatigue, and soil-structure interaction.



Advances In Steel Structures


Advances In Steel Structures
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Author : S.L. Chan
language : en
Publisher: Elsevier
Release Date : 1996-12-06

Advances In Steel Structures written by S.L. Chan and has been published by Elsevier this book supported file pdf, txt, epub, kindle and other format this book has been release on 1996-12-06 with Technology & Engineering categories.


Volumes and section headings: Volume I. Keynote Papers. Beams and Columns. Frames and Trusses. Space Structures. Connections. Composite Construction. Bridges. Design and Construction. Volume II. Keynote Papers. Plates. Shells. Analysis. Optimization and Computer Applications. Dynamics and Seismic Design. Fatigue. Soil Structure Interaction.



Handbook Of Structural Life Assessment


Handbook Of Structural Life Assessment
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Author : Raouf A. Ibrahim
language : en
Publisher: John Wiley & Sons
Release Date : 2017-04-17

Handbook Of Structural Life Assessment written by Raouf A. Ibrahim and has been published by John Wiley & Sons this book supported file pdf, txt, epub, kindle and other format this book has been release on 2017-04-17 with Technology & Engineering categories.


This important, self-contained reference deals with structural life assessment (SLA) and structural health monitoring (SHM) in a combined form. SLA periodically evaluates the state and condition of a structural system and provides recommendations for possible maintenance actions or the end of structural service life. It is a diversified field and relies on the theories of fracture mechanics, fatigue damage process, and reliability theory. For common structures, their life assessment is not only governed by the theory of fracture mechanics and fatigue damage process, but by other factors such as corrosion, grounding, and sudden collision. On the other hand, SHM deals with the detection, prediction, and location of crack development online. Both SLA and SHM are combined in a unified and coherent treatment.



Cigos 2019 Innovation For Sustainable Infrastructure


Cigos 2019 Innovation For Sustainable Infrastructure
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Author : Cuong Ha-Minh
language : en
Publisher: Springer Nature
Release Date : 2019-10-10

Cigos 2019 Innovation For Sustainable Infrastructure written by Cuong Ha-Minh and has been published by Springer Nature this book supported file pdf, txt, epub, kindle and other format this book has been release on 2019-10-10 with Science categories.


This book presents selected articles from the 5th International Conference on Geotechnics, Civil Engineering Works and Structures, held in Ha Noi, focusing on the theme “Innovation for Sustainable Infrastructure”, aiming to not only raise awareness of the vital importance of sustainability in infrastructure development but to also highlight the essential roles of innovation and technology in planning and building sustainable infrastructure. It provides an international platform for researchers, practitioners, policymakers and entrepreneurs to present their recent advances and to exchange knowledge and experience on various topics related to the theme of “Innovation for Sustainable Infrastructure”.



Dynamics Of Coupled Structures Volume 1


Dynamics Of Coupled Structures Volume 1
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Author : Matt Allen
language : en
Publisher: Springer Science & Business
Release Date : 2014-04-16

Dynamics Of Coupled Structures Volume 1 written by Matt Allen and has been published by Springer Science & Business this book supported file pdf, txt, epub, kindle and other format this book has been release on 2014-04-16 with Technology & Engineering categories.


This first volume of eight from the IMAC-XXXII Conference, brings together contributions to this important area of research and engineering. The collection presents early findings and case studies on fundamental and applied aspects of Structural Dynamics, including papers on: Linear Systems Substructure Modelling Adaptive Structures Experimental Techniques Analytical Methods Damage Detection Damping of Materials & Members Modal Parameter Identification Modal Testing Methods System Identification Active Control Modal Parameter Estimation Processing Modal Data



Structural Steel Semirigid Connections


Structural Steel Semirigid Connections
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Author : Ciro Faella
language : en
Publisher: CRC Press
Release Date : 1999-10-27

Structural Steel Semirigid Connections written by Ciro Faella and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999-10-27 with Technology & Engineering categories.


Although the semirigidity concept was introduced many years ago, steel structures are usually designed by assuming that beam-to-column joints are either pinned or rigid. Theses assumptions allow a great simplification in structural analysis and design-but they neglect the true behavior of joints. The economic and structural benefits of semirigid joints are well known and much has been written about their use in braced frames. However, they are seldom used by designers, because most semirigid connections have highly nonlinear behavior, so that the analysis and design of frames using them is difficult. In fact, the design problem becomes more difficult as soon as the true rotational behavior of beam-to-column joints is accounted for-the design problem requires many attempts to achieve a safe and economical solution. Structural Steel Semirigid Connections provides a comprehensive source of information on the design of semirigid frames, up to the complete detailing of beam-to-column connections, and focuses on the prediction of the moment-rotation curve of connections. This is the first work that contains procedures for predicting the connection plastic rotation supply-necessary for performing the local ductility control in nonlinear static and dynamic analyses. Extensive numerical examples clarify the practical application of the theoretical background. This exhaustive reference and the awareness it provides of the influence of joint rotational behavior on the elastic and inelastic responses of structures will greatly benefit researchers, professionals, and specification writing bodies devoted to structural steel.