The ultimate companion in classical horror discipline of engineering science! Contents of the book are the basics of mechanics as treated in engineering and physical sciences: Statics, Elastostatics, Kinematics & Kinetics in unconventional, humorous presentation with many cartoons, funny explanations and a chapter containing several exercises with detailed solutions
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Automation in Construction ~ Volume 18, Issue 7, Pages 865-1010, November 2009
Author(s): Elsevier Publisher: Elsevier Date: 2009 Format: PDF Language: English ISBN10:
Pages: 130 OCR: Y Quality:
ISBN13:
A laser-technology-based lifting-path tracking system for a robotic tower crane
Pages 865-874
Ghang Lee, Hong-Hyun Kim, Chi-Joo Lee, Sung-Il Ham, Seok-Heon Yun, Hunhee Cho, Bong Keun Kim, Gu Taek Kim, Kyunghwan Kim
3. Crucial tactical variables for value delivery in virtual projects
Pages 875-880
O.K.B. Barima
4.A hybrid optimization mechanism for constructing a dynamic simulation system—An operational behavior analysis of a moving scaffolding system
Pages 881-893
Nai-Hsin Pan
5. Collaborative knowledge management—A construction case study
Pages 894-902
Bhargav Dave, Lauri Koskela
6. Assessing the impact of materials tracking technologies on construction craft productivity
Pages 903-911
David Grau, Carlos H. Caldas, Carl T. Haas, Paul M. Goodrum, JieGong
7. Optimizing construction planning schedules by virtual prototyping enabled resource analysis
Pages 912-918
Heng Li, Neo Chan, Ting Huang, H.L. Guo, Weisheng Lu, Martin Skitmore
8. Entropy-based scheduling of resource-constrained construction projects
Pages 919-928
Symeon Christodoulou, Georgios Ellinas, Pooyan Aslani
9. Bridge inspection robot system with machine vision
Pages 929-941
Je-Keun Oh, Giho Jang, Semin Oh, Jeong Ho Lee, Byung-Ju Yi, Young Shik Moon, Jong Seh Lee, Youngjin Choi
10. Resource-constrained scheduling for continuous repetitive projects with time-based production units
Pages 942-949
Machine Hsie, Ching-Jung Chang, I-Tung Yang, Chun-Yen Huang
11. Electro-hydraulic proportional control of thrust system for shield tunneling machine
Pages 950-956
Yang Huayong, Shi Hu, Gong Guofang, Hu Guoliang
12. Automated contract time determination system for highway projects
Pages 957-965
Hyung Seok Jeong, Siddharth Atreya, Garold D. Oberlender, BooYoung Chung
13. Improving megaproject briefing through enhanced collaboration with ICT
Pages 966-974
Jacky K.H. Chung, Mohan M. Kumaraswamy, Ekambaram Palaneeswaran
14. Improving agent-based negotiation efficiency in construction supply chains: A relative entropy method
Pages 975-982
Xiaolong Xue, Qiping Shen, Heng Li, William J. O'Brien, Zhaomin Ren
15. An automated system for optimizing post-disaster temporary housing allocation
Pages 983-993
Omar El-Anwar, Khaled El-Rayes, Amr Elnashai
16. A study of ontology-based risk management framework of construction projects through project life cycle
Pages 994-1008
H. Ping Tserng, Samuel Y.L. Yin, R.J. Dzeng, B. Wou, M.D. Tsai, W.Y. Chen
17. Calendar
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Dowels are used in jointed portland cement concrete (PCC) pavements to provide load transfer, reduce faulting, and improve performance. These dowels are placed either manually before concrete placement or during construction by automatic dowel bar inserters to expedite construction and reduce cost. Inspection of pavements in several states revealed that misalignment of dowels generally occurs regardless of the placement method. These inspections also revealed that slab cracking and other forms of distress may not always occur as a result of such misalignment. However, limited research has been performed to determine the extent of dowel misalignment in pavement construction and its effect on performance. This report presents the research conducted under NCHRP Project 10-69 to address the issues associated with dowel alignment and develop approaches for estimating the effects of different levels and types of misalignment on performance, thus improving the analysis and design of concrete pavements. The objective of this research is to develop guidelines for dowel alignment in concrete pavements. The research addresses all forms and combinations of dowel misalignment (i.e., vertical and lateral skew and displacement).
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This code of practice makes recommendations concerning safety in erecting the principal types of structural frames, mainly in precast concrete and steel. Consideration is also given to the following:
a) space frameworks
b) timber frameworks
c) aluminium frameworks
d) plastics frameworks
This code does not include recommendations on work involved in the erection of in situ concrete frames (see BS 5975).
This code does not deal with those aspects of site safety which are generally applicable to all construction operations and for which guidance and information are readily available elsewhere (e.g. use of hand tools, ladders, etc.).
NOTE The titles of the publications referred to in this standard are listed on the inside back cover.
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Dear Our Fellows Civil Engineers,
I am looking for these two articles from Science Direct. If you have an access and/or have an interest on these topics, please kindly share it with us. The two articles are
(1) Journal: Engineering Structures
Title: Wind and structural modelling for an accurate fatigue life assessment of tubular structures
Volume 33, Issue 2, February 2011, Pages 477-491
(2) Journal: Applied Ocean Research
Title: An efficient nonlinear dynamic approach for calculating wave induced fatigue damage of offshore structures and its industrial applications for lifetime extension
Volume 30, Issue 3, July 2008, Pages 189-198
Design guide for Wind loads on Unclad framed building structures during construction
Product description:
Authors: Willford and Allsop
Pages: 29
Size: 0.8 MB
Publisher: BRE
Year : 1990
Language: English
ISBN: 085125442X
This guide covers choice of the design wind speed for temporary conditions and provides up to date guidance on drag forces on multiple frames.
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Requirements for preferred sizes for smooth or ribbed alloy steel bars in straight lengths supplied in either hot rolled or hot rolled and processed conditions. Two nominal strength levels, 835 N/mm2 and 1080 N/mm2 subject to the processed condition.
Status: Confirmed, Current
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BS EN ISO 4066:2000+A1 Construction drawings - Bar scheduling
Author: ISO TC 10/SC 8 | Size: 0.65 MB | Format:PDF | Publisher: ISO | Year: 2000 | pages: 16
Establishes a system for the scheduling of reinforcing bars, and comprises the method of indicating dimensions; a coding system for bar shapes; a list of preferred shapes; the bar schedule. Applies to all types of steel bar for the reinforcement of concrete. Does not apply to steel fabric and prestressing steel reinforcement.
Revised by EN ISO 3766:2003
For EN ISO 3766:2003, please see post:
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Authors: Stephen Emmitt, John Olie and Peter Schmid
Size: 7.7 MB
Pages: 264
Publisher: blackwell Publishing Ltd
Year : 2004
Language: English
ISBN: 1405107545
This is a book about architectural detailing, from the level of the conceptual design through to the physical realisation of
design intent during construction. It addresses the creative act of making buildings and introduces concepts and models
that we can use to achieve and retain creativity in architecture.
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