A Monte Carlo Study of the Strength Variability of Rectangular Tied Reinforced Concrete Columns PDF Download
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Author: Leon Hadsley Grant
Publisher:
ISBN:
Category :
Languages : en
Pages : 416
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Author: Leon Hadsley Grant
Publisher:
ISBN:
Category :
Languages : en
Pages : 416
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Book Description
Author: Leon Hadsley Grant
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 0
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Book Description
The safety provisions proposed for use in Canada for limit states design involve load factors to account for possible overloads and resistance or performance factors to account for possible understrength of structural members. The purpose of this study was to evaluate the understrength or f factor applicable to rectangular tied reinforced column cross sections based on a probabilistic analysis of the results of a Monte Carlo Study. Probability models were described for the major variables affecting the cross sectional strength. A Monte Carlo procedure was used to develop a sample of cross section strengths from which the understrength factor was calculated. This study showed that the concrete strength variability and the steel strength variability were the major contributing factors to the variability in cross sectional strength. The understrength factors calculated from the results of this study were found to be in close agreement with the understrength factors used in the ACI 318-71 Building Code.
Author: Wade H. Shafer
Publisher: Springer Science & Business Media
ISBN: 1475757824
Category : Science
Languages : en
Pages : 304
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Book Description
Masters Theses in the Pure and Applied Sciences was first conceived, published, and dis seminated by the Center for lnformation and Numerica/ Data Analysis and Synthesis (C/NDAS) * at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dissemination phases of the ac tivity were transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the thought that such an arrangement would be more beneficia! to the academic and general scientific and technical community. After fi ve years of this joint undertaking we had concluded that it was in the interest of ali concerned if the printing and distribution of the volume were handled by an international publishing house to assure improved service and broader dissemination. Hence, starting with Volume 18, Masters Theses in the Pure and App/ied Sciences has been disseminated on a worldwide basis by Plenum Publishing Corporation of New York, and in the same year the coverage was broadened to include Canadian universities. Ali back issues can also be ordered from Plenum. We have reported in Volume 21 (thesis year 1976) a total of 10,586 theses titles from 25 Canadian and 219 United States universities. We are sure that this broader base for theses titles reported will greatly enhance the value of this important annual reference work.
Author: American Concrete Institute
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 750
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Author:
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 152
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Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 822
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Author: Ph.D, Mohamed Abdallah El-Reedy
Publisher: CRC Press
ISBN: 1439874174
Category : Technology & Engineering
Languages : en
Pages : 376
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Book Description
Structural engineers must focus on a structure's continued safety throughout its service life. Reinforced Concrete Structural Reliability covers the methods that enable engineers to keep structures reliable during all project phases, and presents a practical exploration of up-to-date techniques for predicting the lifetime of a structure. The book a
Author: Mohamed Abdallah El-Reedy, Ph.D
Publisher: CRC Press
ISBN: 1439872031
Category : Technology & Engineering
Languages : en
Pages : 379
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Book Description
Structural engineers must focus on a structure’s continued safety throughout its service life. Reinforced Concrete Structural Reliability covers the methods that enable engineers to keep structures reliable during all project phases, and presents a practical exploration of up-to-date techniques for predicting the lifetime of a structure. The book also helps readers understand where the safety factors used come from and addresses the problems that arise from deviation from these factors. It also examines the question of what code is best to follow for a specific project: the American code, the British Standard, the Eurocode, or other local codes. The author devotes an entire chapter to practical statistics methods and probability theory used in structural and civil engineering, both important for calculating the probability of structural failure (reliability analysis). The text addresses the effects of time, environmental conditions, and loads to assess consequences on older structures as well as to calculate the probability of failure. It also presents the effects of steel bar corrosion and column corrosion, and precautions to consider along with guides for design. This book offers guidelines and tools to evaluate existing as well as new structures, providing all available methods and tests for assessing structures, including visual inspection and nondestructive testing for concrete strength. It also presents techniques for predicting the remaining service life of a structure, which can be used to determine whether to perform repairs or take other action. This practical guide helps readers to differentiate between and understand the philosophy of the various codes and standards, enabling them to work anywhere in the world. It will aid engineers at all levels working on projects from the design to the maintenance phase, increasing their grasp of structure behavior, codes and factors, and predicting service life.
Author:
Publisher:
ISBN:
Category : Canada
Languages : en
Pages : 558
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Author:
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 362
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Book Description
