Time-dependent Behaviour of Concrete Structures with Special Reference to Podium and Frame Structures PDF Download
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Author: Chi-hong Liu
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 444
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Book Description
Author: Chi-hong Liu
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 444
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Book Description
Author: Raymond Ian Gilbert
Publisher: CRC Press
ISBN: 1482288710
Category : Technology & Engineering
Languages : en
Pages : 447
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Book Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in
Author: Krister Cederwall
Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 173
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Book Description
Author: Lawrence G. Selna
Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 175
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Book Description
A mathematical model is developed for the study of time-dependent behavior of reinforced concrete frame structures. The model is formulated to account for creep, cracking, and drying shrinkage in the concrete. The output from the model includes forces, stresses, strains, and displacements in the structure. The model is formulated on the basis of idealizations in time and geometry. The idealization of incrementing the time is an expedient for integration of the hereditary strain-stress law for concrete. A linear law in functional form provides an accurate description of concrete strain-stress behavior within design stress ranges. The geometric idealizations are made so that the stiffness of the structures may be found. The structural members are divided into length increments and each length increment is divided into depth increments so that the bending and axial stiffness of a reinforced concrete member may be evaluated. (Author).
Author: R. I. Gilbert
Publisher: Elsevier Publishing Company
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 344
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Book Description
The inability of designers of concrete structures to recognize and quantify the non-linear effects of cracking, creep and shrinkage is a common cause of serviceability failure. Such failures include excessive deflection, camber and/or shortening of members and excessive cracking which may cause aesthetic or durability problems. This book provides practising engineers with practical and usable techniques for predicting the non-linear effects of creep and shrinkage on the in-service behaviour of concrete structures. Both cracked and uncracked reinforced, prestressed, and composite members subjected to sustained loads or sustained deformations are considered. Analytical procedures are developed for the calculation of instantaneous and time-dependent stresses and deformations on cross-sections in both simple and continuous members. Numerous self-contained worked examples which clearly illustrate the analytical procedures are included. A wide variety of practical situations is considered. Listings of microcomputer programs for a number of the analyses are also presented.
Author: Krister Cederwall
Publisher:
ISBN:
Category :
Languages : sv
Pages : 173
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Book Description
Author: L. G. Selna
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: Richard Howells
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 0
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Author:
Publisher:
ISBN:
Category :
Languages : fr
Pages : 118
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Book Description
