Experimental and Analytical Studies of Cyclic Behavior of Steel and Composite Shear Wall Systems PDF Download
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Author: Qiuhong Zhao
Publisher:
ISBN:
Category :
Languages : en
Pages : 456
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Author: Qiuhong Zhao
Publisher:
ISBN:
Category :
Languages : en
Pages : 456
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Author: Akin Ozselcuk
Publisher:
ISBN:
Category :
Languages : en
Pages : 852
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Author: Federico M. Mazzolani
Publisher: Springer Nature
ISBN: 3031038118
Category : Technology & Engineering
Languages : en
Pages : 1146
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Book Description
This volume highlights the latest advances, innovations, and applications in the field of seismic design and performance of steel structures, as presented by leading international researchers and engineers at the 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA), held in Timisoara, Romania, on 25-27 May 2022. It covers a diverse range of topics such as behaviour of structural members and connections, performance of structural systems, mixed and composite structures, energy dissipation systems, self-centring and low-damage systems, assessment and retrofitting, codes and standards, light-gauge systems. The contributions, which were selected by means of a rigorous international peer-review process, present a wealth of exciting ideas that will open novel research directions and foster multidisciplinary collaboration among different specialists.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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![Analysis and Design of Steel Shear Wall Systems [microform] PDF](https://books.google.com/books/content/images/frontcover/uh3X0AEACAAJ?fife=w80-h100)
Author: L. Jane (Lorna Jane) Thorburn
Publisher: National Library of Canada
ISBN: 9780315125148
Category : Shear (Mechanics)
Languages : en
Pages : 0
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Book Description
In the last 15 years a few highrise structures have been successfully completed which employ steel walls to resist lateral loads. These shear walls are formed from thin steel plates which in turn are framed by the beams and columns of the structural system. However, uncertainty still exists as to how the walls should be designed, as very little technical information has been published dealing with suitable methods of analysis. A study was therefore undertaken to review the existing steel shear wall systems and to develop an analytical technique suitable for studying the force transfer in a storey-size steel panel subject to shear. The existing steel shear cores generally employ a series of heavily-reinforced steel panels proportioned to ensure that buckling does not occur in the working load range. This approach is overly conservative for panels not subject to cyclic loads, as it completely neglects the post-buckling strength of a steel panel. An analytical theory which recognizes the contribution of the post-buckling strength of a web to the overall shear resistance has been developed in this report.. A model was developed to represent analytically the resistance provided by the tension zone which arises in a buckled web. The tension zone in the model was represented as a series of inclined truss members, orientated at the same inclination as the diagonal tension stress. Using this model, a series of parametric computer studies were done to examine the influence of various factors on the strength and stiffness characteristics of a shear wall panel. The panel stiffness was found to be uniquely related to panel height, panel length, web thickness, and column stiffness. The stress distribution is not uniform throughout the web and is primarily a function of the column stiffness. The study also showed that the stiffness limits, and not the strength, will usually govern the design of a shear wall panel. The conclusions drawn from the analytical study should be compared with experimental studies of shear wall webs. Further research is needed to develop a procedure to predict the stress distribution in a given web.
Author: Erick Effendy
Publisher:
ISBN:
Category : Fiber-reinforced concrete
Languages : en
Pages : 254
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Book Description
Author: Ruobo Chen
Publisher:
ISBN:
Category : Shear (Mechanics)
Languages : en
Pages : 580
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Author: Marian A. Giżejowski
Publisher: Routledge
ISBN: 1000459527
Category : Technology & Engineering
Languages : en
Pages : 689
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Book Description
Modern Trends in Research on Steel, Aluminium and Composite Structures includes papers presented at the 14th International Conference on Metal Structures 2021 (ICMS 2021, Poznań, Poland, 16-18 June 2021). The 14th ICMS summarised a few years’ theoretical, numerical and experimental research on steel, aluminium and composite structures, and presented new concepts. This book contains six plenary lectures and all the individual papers presented during the Conference. Seven plenary lectures were presented at the Conference, including "Research developments on glass structures under extreme loads", Parhp3D – The parallel MPI/openMPI implementation of the 3D hp-adaptive FE code", "Design of beam-to-column steel-concrete composite joints: from Eurocodes and beyond", "Stainless steel structures – research, codification and practice", "Testing, modelling and design of bolted joints – effect of size, structural properties, integrity and robustness", "Design of hybrid beam-to-column joints between RHS tubular columns and I-section beams" and "Selected aspects of designing the cold-formed steel structures". The individual contributions delivered by authors covered a wide variety of topics: – Advanced analysis and direct methods of design, – Cold-formed elements and structures, – Composite structures, – Engineering structures, – Joints and connections, – Structural stability and integrity, – Structural steel, metallurgy, durability and behaviour in fire. Modern Trends in Research on Steel, Aluminium and Composite Structures is a useful reference source for academic researchers, graduate students as well as designers and fabricators.
Author: Howard G. Allen
Publisher: McGraw-Hill Companies
ISBN:
Category : Science
Languages : en
Pages : 616
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Book Description
Good,No Highlights,No Markup,all pages are intact, Slight Shelfwear,may have the corners slightly dented, may have slight color changes/slightly damaged spine.
Author: Mokkaiyan Nithyadharan
Publisher: LAP Lambert Academic Publishing
ISBN: 9783659429682
Category :
Languages : en
Pages : 352
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Book Description
This monograph presents the experimental studies and computational modelling of Cold-Formed Steel Shear Wall panels (CFSSWP) under in-plane shear loading. The CFSSWP is the main lateral load resisting element in CFS housing system under earthquake type loading. The nonlinear behaviour of CFSSWP is dictated by the screw connections between the CFS members and the sheathing. This monograph presents the experimental studies on wall panels and its screw connection sub assemblage under monotonic and reversed cyclic loading. To develop the Finite element model of CFSSWP based on screw behaviour, a new Variably Oriented Screw Pair Element (VOSPE) is proposed. Experimentally observed deteriorating behaviour of the screw connections in the CFSSWP, were modelled with Smooth Differential Bouc-Wen-Baber-Noori model. The proposed FE modelling strategy is capable of modelling the nonlinear behaviour observed in the experimental results of the CFSSWP tested under monotonic and quasi-static reversed cyclic loading. The monograph focuses on the work carried by the first author at Indian Institute of Technology Madras, India as part of his doctoral study.
