Using dynamic programming for aggregating cuts in a single drillhole
Mark E. Gershona & Frederic H. Murphya
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Based on the publication "Specification for Structural Steel Buildings" (American National Standard ANSI / AISC 360-10) published by the American Institute of Steel Construction (AISC).
This specification establishes criteria for the design, fabrication and installation of structural steel buildings and other structures where other structures are defined as those structures designed, manufactured and assembled in a similar way to the building, thus indicating that its resistant elements vertical and lateral loads are similar to those resistant building systems.
If this specification refers to the applicable building code, and the code does not exist, loads, load combinations, system limitations, and general design requirements are set out in ASCE / SEI 7.
When these conditions are not covered by this specification, allowing the design is made based on tests or analyzes, provided they are approved by the competent authority.
The use of alternative methods of analysis and design, to the extent that such methods are accepted by the competent authority are allowed.
Seismic Applications: The code Seismic Provisions for Structural Steel Buildings (ANSI-AISC 341) should be applied in the design of earthquake resistant systems structural steel or structural steel acting in combination with concrete, unless specifically exempted by the applicable building code. The provisions of Annex 1 of this specification should not be applied to the seismic design of buildings or other structures.
Nuclear Applications: In addition to the provisions of this specification, the design, manufacture and assembly of nuclear structures must meet the requirements of Safety-related Specification for Steel Structures for Nuclear Facilities (AISC ANSI-N690).
The design is made in accordance with the provisions of the design method based on factors Load and Resistance (LRFD) or any method based Design Allowable Resistance (ASD).
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Author(s)/Editor(s): N. Subramanian | Size: 38 MB | Format:PDF | Quality:Original preprint | Publisher: Oxford University Press | Year: March , 2014 | pages: 890 | ISBN: 9780198086949
This book provides an extensive coverage of the design of reinforced concrete structures in accordance with the current Indian code of practice (IS 456: 2000). As some of the Indian code provisions are outdated, the American code provisions are provided, wherever necessary. In addition, an attempt is made to integrate the provisions of IS 456 with earthquake code (IS 13920), as more than 60% of India falls under moderate or severe earthquake zones. The text is based on the limit state approach to design and covers areas such as the properties of concrete, design of various structural elements such as compression and tension members, beams & slabs, and design for flexure, shear torsion, uni-axial and biaxial bending and interaction of these forces. Each chapter features solved examples, review questions, and practice problems as well as ample illustrations that supplement the text. An exhaustive list of references as well as appendices on strut-and-tie-method, properties of soils, and practical tips add value to the rich contents of book.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Dear all, maybe someone in here have this document and can shared to us, thanks
Article/eBook Full Name:
Design Guide for Pile Caps
Author(s):
Concrete Reinforcing Steel Institute
ISBN:
9781943961054
Published By:
Concrete Reinforcing Steel Institute
Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
CANADA - Illustrated guide for Seismic Design of Houses
Author(s)/Editor(s): The Homeowner Protection Office (HPO) & FPInnovations | Size: 2,78 MB | Format:PDF | Quality:Original preprint | Publisher: The Queenʼs Printer of British Columbia | Year: 2012 | pages: 28
This guide has been developed to assist house designers and builders in understanding and complying with the new BC Building Code requirements applicable to Part 9 houses in high seismic regions in British Columbia.
This illustrated guide is only intended to provide readers with general information about aspects of Part 9 of the British Columbia Building Code (the “Code”). Readers are urged not to rely simply on this guide but to carefully review the Code and consult with appropriate and reputable professionals and construction specialists to assist in interpreting and applying the Code. It is the responsibility of all persons undertaking the design and construction of a home to fully comply with the requirements of the Code. The authors, contributors, funders and publishers assume no liability for the accuracy of the statements made or for any damage, loss, injury or expense that may be incurred or suffered as a result of the use of or reliance on the contents of this guide. The views expressed do not necessarily represent those of individual contributors or the Homeowner Protection Office, a branch of BC Housing.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
"The guidelines for design and constructions of river training and control works for road bridges" were first published in 1985. These guidelines did not include floor protection works and maintenance of the protective works. Also need for verifying the recommendations of physical model studies on mathematical model has been felt. Further, new material like geo-synthetics now find use in the strengthening of earthen embankment, slope protection and launching apron. As such need for revising the existing guidelines was felt.
SCOPE:
Cover the layout and design of river training works and approach embankment protection works for ensuring safety of the bridges and their approaches.
Is limited only to some salient aspects of design and construction of the protection works mentioned above and does not extend to the much wider associiated problems of river behaviour, control and bridge hydraulics, etc.
The necessity or otherwise of the guidebunds, spurs and other protective works has to be decided upon carefully after observing the behaviour of the river at the site under consideration. Data about the protection works at other sites on upstream or downstream of the site under consideration can also be a good guide.
Given inadequate knowledge of and uncertainties around many aspects of bridge hydraulics and river behaviour characteristics in general, these guidelines cannot obviously claim to have any general validity of application.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Bentley Map V8i (SELECTseries 4) forms the foundation for the Bentley geospatial desktop and server products.
Bentley Map - three-dimensional desktop geospatial information system that meets the needs of the infrastructure specialists.
Bentley Map is available in three versions to meet the needs of users: Bentley Map PowerView, Bentley Map and Bentley Map Enterprise.
It is a full-featured GIS designed to address the unique and challenging needs of organizations that map, plan, design, build, and operate the world’s infrastructure. Users can easily integrate data from a wide variety of sources into engineering and mapping workflows.. Powerful analytical and presentation tools allow for detailed analysis, studies and decision support.
The full-featured three-dimensional Geographic Information System Bentley Map is designed to meet the unique needs of organizations in the field of mapping, planning, design, construction and operation of global infrastructure. The system supports the creation, storage, maintenance, analysis and sharing of two-dimensional and three-dimensional geospatial data. It is ideal to build their own GIS applications.
Private Note:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Bentley LEAP software solution is a high-performance system designed for modeling and design bridges. Bentley LEAP is based on the technology of complex parametric design and analysis of raw data to construct the most optimal designs based on the original settings
Bentley CONSPLICE, a fully integrated AASHTO LRFD and LFD (Standard) spliced-girder analysis and design software for simple span and multiple span precast prestressed/post-tensioned concrete beams and segments or cast-in-place post-tensioned concrete slabs. You are joining a select group of professional engineers who use CONSPLICE to perform efficient and accurate designs every day. Even if you are new to computer-aided design software, you will find CONSPLICE easy to use. If you are an expert, you will appreciate the fully integrated features that make CONSPLICE a very powerful design tool.
Private Note:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
I'm writing on behalf of my colleague. Please could you kindly take two minutes of your time and fill in a short questionnaire.
They are conducting a scientific research about the asphalt plants’ production reliability, as a part of a doctoral thesis. It is conducted simultaneously worldwide (on English, German and Croatian language) and population for this survey are asphalt plants companies, managers, supervisors and practitioners.
Your experience would be a great addition to their research, so I kindly ask you to participate by either:
- checking their website:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
where you can see what this research is about, our contact and you can choose your language and fill in the Google online questionnaire (16 questions and it takes 2 minutes of your time)
- or go directly to Google online questionnaire:
English
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This survey is conducted for the purpose of scientific work and we guarantee you full confidentiality.
Thank you and if you are interested in results they will gladly share them with you after the processing, just contact them.
This book selected 50 world-top museums, including history museums, art museums, science museums, etc. Each museum is illustrated with pictures, plans and a brief introduction.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 66017108228918624119.jpg]](https://pic.civilea.com/images/66017108228918624119.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: 18865066365666605522.jpg]](https://pic.civilea.com/images/18865066365666605522.jpg)
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 15891049552406056971.jpg]](https://pic.civilea.com/images/15891049552406056971.jpg)
![[Image: 24339270045453430303.jpg]](https://pic.civilea.com/images/24339270045453430303.jpg)
![[Image: 74845240641579119478.jpg]](https://pic.civilea.com/images/74845240641579119478.jpg)
![[Image: screen.png]](http://postgen.civilea.com/icon/screen.png){kind=icon}
![[Image: 61864705430662055677.jpg]](https://pic.civilea.com/images/61864705430662055677.jpg)
![[Image: 03167862194868418687.jpg]](https://pic.civilea.com/images/03167862194868418687.jpg)
![[Image: 56905515634539633938.jpg]](https://pic.civilea.com/images/56905515634539633938.jpg)
![[Image: 93936096946166277381.jpg]](https://pic.civilea.com/images/93936096946166277381.jpg)
![[Image: 50330212997224863079.jpg]](https://pic.civilea.com/images/50330212997224863079.jpg)
![[Image: 20172730829618901058.jpg]](https://pic.civilea.com/images/20172730829618901058.jpg)
![[Image: 35721048768820104577.jpg]](https://pic.civilea.com/images/35721048768820104577.jpg)
![[Image: tips.png]](http://postgen.civilea.com/icon/tips.png){kind=icon}
![[Image: crack.png]](http://postgen.civilea.com/icon/crack.png){kind=icon}
![[Image: 85668964300732695360.jpg]](https://pic.civilea.com/images/85668964300732695360.jpg)
![[Image: 52772309486522313982.jpg]](https://pic.civilea.com/images/52772309486522313982.jpg)
![[Image: 27513731763831984806.jpg]](https://pic.civilea.com/images/27513731763831984806.jpg)
![[Image: 46020478847557350689.jpg]](https://pic.civilea.com/images/46020478847557350689.jpg)
![[Image: 79178760930151435387.jpg]](https://pic.civilea.com/images/79178760930151435387.jpg)
![[Image: 98262611686809272056.png]](https://pic.civilea.com/images/98262611686809272056.png)
![[Image: homepage.png]](http://postgen.civilea.com/icon/homepage.png){kind=icon}
![[Image: 85145500345125388823.jpeg]](https://pic.civilea.com/images/85145500345125388823.jpeg)