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Failures in concrete structures : (Record no. 8293)

MARC details
000 -LEADER
fixed length control field 05480cam a2200325 i 4500
001 - CONTROL NUMBER
control field 813107797
003 - CONTROL NUMBER IDENTIFIER
control field EG-NcFUE
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20230823133934.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 120926s2013 flua b 001 0 eng
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9780415567015 (hardback)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 0415567017 (hardback)
040 ## - CATALOGING SOURCE
Original cataloging agency DLC
Transcribing agency DLC
Modifying agency YDX
-- BTCTA
-- YDXCP
-- OCLCO
-- CDX
-- YNK
-- BWX
-- EG-NcFUE
Description conventions rda
050 00 - LIBRARY OF CONGRESS CALL NUMBER
Classification number TA681
Item number .W555 2013
082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.18341
Edition number 23
Item number W.R.F
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Whittle, Robin.
Relator term author
245 10 - TITLE STATEMENT
Title Failures in concrete structures :
Remainder of title case studies in reinforced and prestressed concrete /
Statement of responsibility, etc Robin Whittle.
264 #1 - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc Boca Raton, FL :
Name of publisher, distributor, etc CRC Press,
Date of publication, distribution, etc [2013]
300 ## - PHYSICAL DESCRIPTION
Extent xiv, 134 pages :
Other physical details illustrations ;
Dimensions 25 cm
336 ## - CONTENT TYPE
Content type term text
Source rdacontent
337 ## - MEDIA TYPE
Media type term unmediated
Source rdamedia
338 ## - CARRIER TYPE
Carrier type term volume
Source rdacarrier
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc Includes bibliographical references and index.
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note Failures due to Design Errors Edge Beam and Column Connection Concrete Truss Circular Ramps to Car Park Transfer Beam with Eccentric Loading Early Thermal Effects Secondary Effects of Prestressing Temperature Effects on Long-Span Hybrid Structure Loading for Flat Slab Analysis Precast Concrete Car Park Arch Floor Precast Concrete Stairflights Shear Studs on Steel Column to Support Concrete Slab Piled Raft for Tower Block Floating Pontoon for Residential Building Precast Column Joint Detail Problems and Failures due to Errors in Structural Modelling Reinforced Concrete Transfer Truss Modelling Rigid Links Assessing Model Limits and Limitations Empirical Methods Initial Sizing of Slabs Analysis of Flat Slabs with Finite Element Programs Scale Effects Failures due to Inappropriate Extrapolation of Code of Practice Clauses Cooling Towers Design Bending Moments Piles with High Strength Reinforcement Shear Capacity of Deep Sections Failures due to Misuse of Code of Practice Clauses Flat Slab and Two-Way Slab Behaviour Ribbed Slab Supported on Broad Beam Car Park Columns Problems and Failures due to Inadequate Assessment of Critical Force Paths Heavily Loaded Nibs Shear Wall with Holes and Corner Supports Design of Boot Nibs Problems and Failures due to Poor Detailing Concrete Offshore Platform Assembly Hall Roof University Building Roof Minimum Reinforcement and Cracking Precast Concrete Panel Building Footbridge Problems and Failures due to Inadequate Understanding of Materials' Properties Changes over Time Rebending of Reinforcement Tack Welding of Reinforcement High Alumina Cement Calcium Chloride Alkali-Silica Reaction Lightweight Aggregate Concrete Problems and Failures due to Poor Construction Flat Slab Construction for Hotel Steel Piles Supporting Block of Flats Shear Cracks in Precast T Units Cantilever Balconies to Block of Flats Precast Concrete Tank Car Park Cracking of Offshore Platform during Construction Spalling of Load Bearing Mullions Two-Way Spanning Slab Chimney Flue for Coal-Fired Power Station Problems and Failures due to Poor Management Column-Slab Joint Placing of Precast Units Weak Aggregate Concrete in Chimney Problems and Failures due to Poor Construction Planning Power Station on River Thames Tower Block Problems and Failures due to Deliberate Malpractice Floor with Excessive Deflection Piles for Large Structure In Situ Columns Supporting Precast Building Problems Arising from the Procurement Process Effects of Different Forms of Contracts Workmanship Checking Construction Contributions of Research and Development toward Avoidance of Failures Links between Practice and Research Flat Slab Behaviour Span and Effective Depth Ratios for Slabs Beam and Column Joints Tension Stiffening of Concrete References Index
520 ## - SUMMARY, ETC.
Summary, etc "Foreword Errare humanum est .... We structural engineers are human and so have made a number of errors over the years resulting in narrow escapes, badly performing structures, and even fatal collapses. But as Seneca continues ... sed perseverare diabolicum, we must not repeat our errors. To avoid this means that we must learn from our past mistakes; we must know what went wrong and why. Some of the lessons from our past errors get embodied in clauses in codes of practice, but many do not, and the collective memory of the profession tends to fade as the generation of engineers who learnt from the mishaps and catastrophes retires. Past books on the subject of structural failures tended to deal with the general causes of failures and methods of investigation, illustrated with the more spectacular examples. However, details of some failures that have not made the headlines, but nevertheless hold important lessons, are hard to find or may not even be in the public domain. In the past, Robin Whittle and I worked together at Arup R&D on a variety of problems of concrete structures. Some of these arose from failures, and others were encountered when forestalling undesirable outcomes of the enthusiasm--untempered by experience--of some of our younger colleagues. Robin was also in close contact with researchers at the now sadly defunct Cement & Concrete Association, the Polytechnic of Central London, and the universities of Leeds, Durham, and Birmingham, and so was privy to much of the background for the initial draft and subsequent revisions of"--
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Concrete construction.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Building failures
General subdivision Prevention.
856 42 - ELECTRONIC LOCATION AND ACCESS
Materials specified Cover image
Uniform Resource Identifier http://jacketsearch.tandf.co.uk/common/jackets/covers/websmall/978041556/9780415567015.jpg
901 ## - LOCAL DATA ELEMENT A, LDA (RLIN)
a m.mohsen
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type Books
Source of classification or shelving scheme Dewey Decimal Classification
Holdings
Lost status Source of classification or shelving scheme Damaged status Not for loan Collection code Home library Current library Shelving location Date acquired Source of acquisition Cost, normal purchase price Inventory number Total Checkouts Full call number Barcode Date last seen Price effective from Koha item type
  Dewey Decimal Classification     Faculty of Engineering & Technology (Structural) Main library Main library B4 23/02/2014 Eqraa for publishing 660.00 PU   624.18341 W.R.F 00010748 19/02/2025 23/02/2014 Books