Books Taylor & Francis Structural Design Against Deflection
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Structural Design Against Deflection pdf Download

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11.06 MB
Tianjian Ji
Number of Pages
Taylor & Francis
Deflections tend to have more significance in modern structures, especially those that are either taller, longer or have wider spans than earlier designs. It is also necessary to provide desirable distributions of internal forces in order to achieve effective, efficient and elegant structures. This book presents four structural concepts relating to deflections and internal forces in structures. It demonstrates a number of routes and physical measures together with their implementation for creating desirable distributions of internal forces and for designing structures against deflection. Hand calculation examples, with and without using the implementation measures, are provided to quantify the effectiveness and efficiency of the structural concepts. Practical examples, including several well-known structures, are considered qualitatively to illustrate the practical implementation of the structural concepts and show their structural rationale. The book is especially suitable for advanced undergraduate and graduate students studying civil engineering or architecture and should enhance the holistic comprehension of structural engineers and architects. Features Develops the concepts from their principles through to their implementation Provides worked examples in pairs and analyses real structures Especially suits final year undergraduates and graduate students in structural engineering Author Bio Dr. Tianjian Ji, CEng, FIStructE, FHEA, is Reader in Structural Engineering at the University of Manchester, UK. He received the Award for Excellence in Structural Engineering Education from the Institution of Structural Engineers, UK, in 2014 and the Teaching Excellence Award from the University of Manchester in 2016. He is the primary author of Understanding and Using Structural Concepts, 2nd edition, also published by Taylor & Francis.
Introduction Deflections and Internal Forces More Direct Internal Force Paths Smaller Internal Forces More Uniform Distribution of Internal Forces Converting More Bending Moments Into Axial Forces Concluding Remarks Bibliography Index
Structural design; Deformations Mechanics - Mathematical models; Tensegrity Engineering - Mathematical models; Rigidity Geometry; Structural engineering - Case studies