Plastic Analysis and Design of Steel Structures, by M. Bill Wong, Butterworth Heinemann, 2008

تجزیه و تحلیل پلاستیک و طراحی سازه های فولادی  این کتاب دارای 257 صحفه می باشد نظریه سفت و محکم پلاستیک از طریق فرمول کار مجازی که در آن انحراف الاستیک نادیده گرفته شده مورد ارزیابی قرار گرفته شده است.سر فصل ها آن در پایین مشخص شده است.

Plastic Analysis and Design of Steel Structures, by M. Bill Wong, Butterworth Heinemann    ( Elsevier), 2008

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The plastic method has been used extensively by engineers for the design of steel structures, including simple beams, continuous beams, and simple portal frames. Traditionally, the analysis is based on the Rigid-plastic theory whereby the plastic collapse load is evaluated through virtual work formulation in which elastic deflection is ignored. For more complex frames, specialist computer packages for elastoplastic analysis are usually employed. Current publications on plastic design method provide means of analysis based on either virtual work formulation or sophisticated plastic theory contained in specialist computer packages. This book aims to bridge this gap

The advent of computers has enabled practicing engineers to perform linear and nonlinear nonlinear on a daily basis using computer programs widely available commercially. The results from computer analysis are transferred routinely to tools with automated calculation formats such as spreadsheets for design. The use of this routine procedure is commonplace for design based on elastic, geometrically nonlinear analysis. However, commercially available computer programs for plastic analysis are still a rarity among the engineering community

• Structural Analysis—Stiffness Method

  Plastic Behavior of Structures

  Plastic Flow Rule and Elastoplastic Analysis

  Incremental Elastoplastic Analysis—Hinge by Hinge method

  Manual Methods of Plastic Analysis

  Limit Analysis by Linear Programming

  Factors Affecting Plastic Collapse

  Design Consideration

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