Preview

Stifferness

Powerful Essays
Open Document
Open Document
7300 Words
Grammar
Grammar
Plagiarism
Plagiarism
Writing
Writing
Score
Score
Stifferness
SE21 p36-42 Ji

29/10/03

3:42 pm

Page 36

paper: ji

Concepts for designing stiffer structures
Synopsis
The paper demonstrates concepts for designing stiffer structures. They are: (a) the more direct the internal force path, the stiffer the structure; (b) the more uniform the internal force distribution, the stiffer the structure; and (c) the smaller the internal forces, the stiffer the structure. These concepts are applicable to the design of many structures. Two ways of implementing the concepts into practice are provided. Simple examples are given to illustrate the implementation and the efficiency of the concepts. Laboratory tests and the demonstration of two physical models further confirm the findings. Several practical designs are also provided to show the applicability and significance of these concepts. An alternative definition of structural stiffness is given which complements the existing definition and allows for designing stiffer structures. It is interesting to note that using the concepts may lead to not only stiffer but also more economical and elegant designs. K= P D

Tianjian Ji
...(3)

Introduction
Buildings have become taller, floors wider and bridges longer in recent years. It is expected that the trend of increasing heights and spans will continue in the future. How can engineers cope with the ever-increased heights and spans, and design structures with sufficient stiffness? The basic theory of structures provides the conceptual relationships between span (L), deflection (∆), stiffness (K) and natural frequency (f) for a single-span structure carrying distributed loads as follows: D = c1 = c2 L4 K f = c3 K = c 4 L2 ...(1) ...(2)

This definition of stiffness provides a means of calculating or estimating the stiffness of a structure, but does not suggest how to find a stiffer structure. How to design a stiffer structure (the form and pattern of a structure) is a fundamental and practical question and may be more important



References: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Longman: Dictionary of English Language and Culture, (1992), Longman Group UK Ltd, ISBN 0582 08676 0 Parker, S. P.: Dictionary of Engineering, 5th Edition, (1997), McGraw-Hill, ISBN 0-07052435-1 Ji, T. and Ellis, B. R.: ‘Effective bracing systems for temporary grandstands’, The Structural Engineer, (1997), 75/6, p 95-100 Gere, J. M. and Timoshenko, S. P.: Mechanics of Materials, (1990), PWS-KENT Publishing Company, ISBN 0 534 92174 4 Coates, R., Coutie, M. and Kong, F.: Structural Analysis, (1998), Chapman & Hall Roohi, R.: Analysis, testing and model demonstration of efficiency of different bracing arrangements, Investigative Project Report, (1998), UMIST Ji, T. and Bell, A. J.: ‘Seeing and touching structural concepts in class teaching’, Proc. of the Conf. on Civ. Eng. Education in the 21st Century, Southampton, UK, 26-28 April 2000 Anderson, J.: ‘Teaching health and safety at university’, Proc. of the Inst. of Civ. Eng., Journal of Civil Engineering, (1996), 114/2, p 98-99 Bennett, D.: Skyscrapers – Form & Function, (1995), Simon & Schuster ISBN 0-684-80318-6 Bobrowski, J.: ‘Design philosophy for long spans in buildings and bridges’, Journal of Structural Engineer, (1986), 64A/1, p 5-12 The Structural Engineer, 72/3, 1994 Lian, Q., Xie, Y. and Steven, G.: ‘Optimal topology design of bracing systems for multistorey steel frames’, J. of Structural Engineering, ASCE, 126/7, p 823-829 Zalka, K. A.: Global Structural Analysis of Buildings,(2000), E & FN Spon, London, ISBN 0-41523483-2

You May Also Find These Documents Helpful

  • Satisfactory Essays

    By shifting the cross-sectional area of the sections and then smearing a uniaxial load on each one, the values of displacement at maximum tensile strength were observed.…

    • 373 Words
    • 2 Pages
    Satisfactory Essays
  • Powerful Essays

    [3] M.F. Ashby and D. Cebon. MATERIALS SELECTION IN MECHANICAL DESIGN. Engineering Department, Trumpington Street, Cambridge CB2 1PZ, UK. June 8-10 1993.…

    • 2917 Words
    • 35 Pages
    Powerful Essays
  • Good Essays

    Bridge Trusses

    • 370 Words
    • 2 Pages

    Triangle the strongest shape in existence. They are so strong because it is not possible to change the length of the member without changing the angle of the vertex and visa versa. This makes the triangle very resistant to changing its shape. http://makezine.com/2010/06/10/ask-make-how-do-trusses-work/ 5. How can one determine if a truss design is stable and its member forces can be calculated?…

    • 370 Words
    • 2 Pages
    Good Essays
  • Powerful Essays

    Experiment Two: Stiffness Report from laboratory work performed on 12 May 2011 as a part of the unit of study CIVL2201 Structural Mechanics…

    • 2020 Words
    • 9 Pages
    Powerful Essays
  • Powerful Essays

    To be able to decide on what kind of material to choose for product design, there are some critical characteristics you must consider in choosing a material prior to manufacturing. Characteristics such as material strength and flexibility are two tests that have been done on common materials for architects and engineers to reference during the design process. The purpose of this lab is to produce an elastic modulus of a material, and a predicted yield strength. Stress and strain data will be produced through tensile testing and cantilever beam testing.…

    • 4723 Words
    • 19 Pages
    Powerful Essays
  • Good Essays

    In this section, we would conduct various trials on each of our bridges consisting of an earthquake simulation and a strength test. In each of these test, my bridge was put under the forces of tension, compression, shearing and torsion. My partner and I’s bridge reacted in a very positive way. For instance, our bridge stood the test and overcame each of theses forces of stress with minimal damage done with only one stick, pertaining to one of the trusses, that fell off. In the earthquake simulation, my bridge was able to withstand the stress, without being broken into pieces. The modification that my partner and I applicated on to our construct demonstrated that they did provide it with support, by holding the bridge firm and preventing further damage. In order to do this some of the modification, we applied included trusses to distribute weight through a framework of triangles. We also utilized tongue and groove modification on the deck to provide support and allow it to stay in place. There were some flaws and strengths that we saw throughout these tests. We noticed one of the weaknesses of our bridge was that it improperly glued leading to some structural foundation loss, also that our support was two weak and should create a stronger less lightweight bridge to withstand a greater weight. One of the strengths that our bridge demonstrated was that our modification each were fully functional and engaged in each of the test dissipating the weight throughout the bridge. When it came to bridge strength, our bridge held a moderate weight of fifty pounds which is significantly larger that the half a pound the bridge weighs. This demonstrates that with superior engineer something that weighs very little can lift more than its actual weight. If I could make any change or add newer modifications to my bridge, firstly I would remove the legs and to towers to replicate the…

    • 1198 Words
    • 5 Pages
    Good Essays
  • Powerful Essays

    An investigation into beam bending and superposition. Being able to analyse how beams bend is an essential tool for all engineers. By using mathematics and material properties, engineers are able to compute structural deformation thus verifying a structures fitness for use. In this experiment a simply supported beam of aluminium is loaded with point forces in three different cases. A clock gauge is positioned in the middle of the beam to measure the deflection. The results of a complex arrangement of forces can be deduced by the superposition of more simple cases. Superposition is possible only when the response of the structure is linear, e.g. when deflection is directly proportional to the applied load. Also the experimental and theoretical deflections of the beam will be compared and a percentage error obtained. There was a second test performed in this investigation demonstrating the influence the 2nd moment of area, also known as the second moment of inertia, had on the load carrying capacity of the beam. The results from test 1 show that it is possible to deduce the deflection of the beam when loaded with point forces by superposition. Results from test 2 show that the deflection of a beam is influenced greatly by its moment of inertia, i.e. with a greater value of inertia there is a smaller deflection.…

    • 2138 Words
    • 9 Pages
    Powerful Essays
  • Good Essays

    These were usually non-seismically engineered residential structures, in which the walls were not designed to resist the significant lateral loads created by the heavy tile roofs during shaking (EQE). The more engineered building structures, particularly reinforced concrete and some steel reinforced concrete (SRC) construction will be examined in this report. There was also damage to steel structures; they generally performed better due to their flexibility, but failure and collapse of steel buildings coincided with lack of code development as will be discussed regarding concrete buildings.…

    • 1963 Words
    • 8 Pages
    Good Essays
  • Good Essays

    Management Strategies

    • 1016 Words
    • 5 Pages

    Evidence has shown that the collapsing of buildings are the biggest threat to human life and the economy, because of this, scientists in MEDCs are looking to improve buildings and infrastructure, making them more earthquake resistant. The main design in development is Aseismic designs, these buildings are designed to sway as the earth moves, are made of fire resistant materials and have deep and form foundations. One example of this type of design is the Trans-America Building in San Francisco, and the building withstood the Santa-Cruz earthquake in 1989, reading 7.1 on the Richter scale, this just shows how effective the design is at preventing…

    • 1016 Words
    • 5 Pages
    Good Essays
  • Satisfactory Essays

    Frei Otto Munich Stadium

    • 929 Words
    • 4 Pages

    Less material and effort Remarkably large spans Combined tensile structure and biological research Only a few members,are under compression while all others, for instance, cables and membranes, are under tension For tension and rigidity, an clas c or saddle-like curvatures…

    • 929 Words
    • 4 Pages
    Satisfactory Essays
  • Powerful Essays

    tensile testing

    • 2583 Words
    • 11 Pages

    Tensile test is the method for determining behaviour of materials under axial stretch loading. It is also known as tension test. It is probably the most fundamental type of mechanical test that can be performed on material. Tensile tests are simple, relatively inexpensive, and fully standardized. By pulling on something, it is possible to determine (very quickly) how the material will react to forces being applied in tension. As the material is being pulled, it is easy to find out its strength along with how much it elongates.…

    • 2583 Words
    • 11 Pages
    Powerful Essays
  • Good Essays

    Presentation1

    • 1117 Words
    • 8 Pages

    •The formwork should be set accurately to the desired line and levels should have plane…

    • 1117 Words
    • 8 Pages
    Good Essays
  • Good Essays

    Axial Loading

    • 3738 Words
    • 15 Pages

    Suitability of a structure or machine may depend on the deformations in the structure as well as the stresses induced under loading. Statics analyses alone are not sufficient. Considering structures as deformable allows determination of member forces and reactions which are statically indeterminate. Determination of the stress distribution within a member also requires consideration of deformations in the member. Chapter 2 is concerned with deformation of a structural member under axial loading. Later chapters will deal with torsional and pure bending loads.…

    • 3738 Words
    • 15 Pages
    Good Essays
  • Satisfactory Essays

    The large Wingspan means aero elasticity influences on aerodynamics and especially on dynamic stability and control. In order to minimize such interferences and movements in the solar array, the wing should have been designed to be rigid as possible. However, trade-offs with wing weight results in a slightly elastic wing.…

    • 996 Words
    • 4 Pages
    Satisfactory Essays
  • Satisfactory Essays

    Out of a country's health budget, a large proportion should be diverted from treatment to spending on health education and preventative measure.…

    • 293 Words
    • 2 Pages
    Satisfactory Essays