Ultimate Limit-state Design of Concrete Structures
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Ultimate Limit-state Design of Concrete Structures: a New Approach

Ultimate Limit-state Design of Concrete Structures: a New Approach

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About the Book

Structural concrete members often show great deviation in structural performance from that predicted by the current code of practice. In certain cases the predications considerably underestimate the capabilities of a structure or member, while in others the predictions are unsafe as they overestimate the member's ability to perform in a prescribed manner. Clearly, a rational and unified design methodology is still lacking for structural concrete. This book presents a simplified methodology based on calculations which are quick, easily programmable and no more complex than those required by the current codes. It involves identifying the regions of a structural member or structure through which the external load is transmitted from its point of application to the supports and then strengthening these regions as required. As most of these regions enclose the trajectories of internal compression actions the technique has been called the 'compressive force path' method. Ultimate limit-state design for concrete structures will provide designers with a practical and easily applied method for the design of a concrete structure, which is fully compatible with the behaviour of concrete (as described by valid experimental evidence) at both the material and structural level.

Table of Contents:
An appraisal of the validity of predictions of current design methods * Introduction * Structural walls under transverse loading * Simply-supported reinforced concrete T-beams * Structural wall under combined vertical and horizontal load * Column with additional reinforcement against seismic action * Simply-supported beams with one overhang * Brittle failure of structural concrete under seismic load * Conclusions * References Reappraisal of current methods for structural concrete design * Introduction * Current design methods * Reappraisal of the current method for assessing flexural capacity * Reappraisal of the current method for assessing shear capacity * Conclusions * References The concept of the compressive-force path * Introduction * Proposed function of simply supported beams * Validity of proposed function of simply-supported beams * Conclusions * References Design methodology * Introduction * Simply-supported reinforced concrete beam * Simply-supported prestressed concrete beam * Skeletal structural forms with beam-like elements * References


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Product Details
  • ISBN-13: 9780727726650
  • Publisher: Emerald Publishing Limited
  • Publisher Imprint: Thomas Telford Ltd
  • Height: 170 mm
  • Width: 243 mm
  • ISBN-10: 072772665X
  • Publisher Date: 09 Apr 1998
  • Binding: Hardback
  • Sub Title: a New Approach


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