analysis of 12 storey shearwall-frame bldg. using MIDAS (the project can be found in the book of SK Gosh & Fanella(Seismic & Wind Design of Concrete Bldg.)
Dear all,
This is about the analysis of 12 storey shearwall-frame bldg. which can be found in the book of SK Gosh and Fanella. The title of the book is Seismic and Wind Design of Concrete Bldg. I used MIDAS in my analysis for you guys to comment. The book is available in this forum.
Download link:
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:
Reinforced Concrete Design Handbook to AS3600-2001
Size: 18.3 MB | Format:PDF | Publisher: Cement and Concrete Association of Australia | Year: 2002 | pages: 200 | ISBN: 1877023035
Provides design aids in the form of graphs; charts and tables to assist in the design of concrete structures in accordance with AS 3600-2001. The aids provide solutions to the equations in the Standard when the appropriate variables are entered. The aids are each accompanied by a brief explanation of the structural principles involved and; where appropriate; the derivation of the form in which the aid is presented. Published in conjunction with the Standards Australia.
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: R. F Warner, B. V. Rangan, A. S. Hall, K. A. Faulkes | Size: 59 MB | Format:PDF | Publisher: Addison Wesley Longman Australia Pty Limited | Year: 1998 | pages: 974 | ISBN: 9780582802476
This integrated and comprehensive Australian guide to the behaviour, analysis and design of reinforced concrete and prestressed concrete structures supersedes two previous books by the same authors, Reinforced Concrete and Prestressed Concrete.
It updates material from these books and includes new topics: design for earthquake loads, strutand-tie modeling, high-strength concrete, movement joints in buildings, cracking due to restrained shrinkage, wall design.
Part 1 - Introduction
Part 2 - Beams in bending
Part 3 - Non-flexural behaviour of beams
Part 4 - Design of beams
Part 5 - Slabs and floor systems
Part 6 - Columns and walls
Part 7 - Buildings
Part 8 - Appendixes
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:
Improvement of Buildings' Structural Quality by New Technologies
Author: Several | Size: ~20 MB | Format:PDF | Publisher: Taylor & Francis | Year: 2005 | pages: 624 | ISBN: 0415366097
This volume contains the proceedings of the COST C12 final conference held in Innsbruck, Austria from January 20-22 2005. The book reflects not only the outcome of the four years’ work of the cooperative, but also the contributions made by other international experts at the conference, focused on three broad themes: mixed building technology; structural integrity under exceptional actions; and urban design.
Launched in May 2000, the aims of the COST C12 cooperative action were:
* to develop, combine and disseminate new technical engineering technologies
* to improve the quality of urban buildings
* to propose new technical solutions to architects and planners
* to reduce the disturbance caused by construction in urban areas and improve urban quality of life
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:
This document (CEN/TR 15728:2008) has been prepared by Technical Committee CEN/TC 229 “Precast concrete products”, the secretariat of which is held by AFNOR.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. To ensure the performance of the precast concrete products, lifting and handling should be taken into account in the design of the product. Inserts are used for lifting and handling of precast elements. They should meet an appropriate degree of reliability. They should sustain all actions and influences likely to occur during execution and use. This Technical Report deals with all lifting inserts cast into precast concrete elements i.e. lifting parts developed and produced at the precasting plant as well as lifting inserts as part of a system supplied by a manufacturer of lifting systems. The intent of this document is to give information to precast product designers.
The failure of inserts for lifting and handling could cause risk to human life and/or lead to considerable economic consequences. Therefore inserts for lifting and handling should be selected and installed properly by skilled personnel.
This Technical Report based on current practices gives recommendations for correct choice and design of lifting inserts according to the lifting capacity of their part embedded in the concrete. It is based on EN 1992-1-1 (Eurocode 2) and on published supplier’s data.
In the Technical Report numerical values for partial safety factors are recommended as basic values that provide an acceptable level of reliability. They have been selected assuming that an appropriate level of workmanship and of quality management (Factory Production Control) applies. They may be applied in the absence of national regulations.
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:
Abstract
Aimed at assisting architects, specifiers and specialist roofing contractors in system selection. Addresses the critical design and performance issues in the construction and maintenance of the long-life bituminous roof. Covers decks, screeds, insulation, built-up roofing, wind uplift, drainage, and mastic asphalt.
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: B A NICCHOLSON | Size: 5.16 MB | Format:PDF | Year: 1997 | pages: 99 | ISBN: 9780950003474
Abstract
The bulk of this book takes the form of a worked example of the design of the beams for a simply-supported single span beam-and-slab deck. The final section is a partial design example of an inverted T beam deck, included in order to illustrate the extra calculations required for a solid slab deck
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:
Author: RS THOMAS AND B HALL | Size: 8.41 MB | Format:PDF | Year: 1992 | pages: 373 | ISBN: 9780750610537
Abstract
Seawalls play a vital role in controlling changes of coastline caused by marine erosion and deposition. Rising sea levels world-wide can only increase the importance of these coastal defences. Their design is a rapidly developing science in which standardised solutions are often inappropriate, owing to the multiplicity of factors involved and the site-specific nature of each project. This book guides the reader through all aspects of seawall design, including: Their role within an overall coastal management policy, including their relation to other coastal defence options. Problem definition, project planning, data collection and interpretation. Conceptual and detailed design. Design for construction and maintenance. Materials. Financial and economic considerations
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:
this morning, when I try to post new material, I was suprised by following message:
"Please correct the following errors before continuing:
You are trying to post a message too quickly after posting a previous message. Please wait 644 more seconds."
Probably, there is some important reason for introducing this new rule, but from my point of view this means only one - to wasting my time.
I allow to myself to suggest to Forum team to revise this new rule.
![[Image: 01326724360335998809.jpg]](https://pic.civilea.com/images/01326724360335998809.jpg)
![[Image: info.png]](https://forum.civilea.com/postgen/icon/info.png){kind=icon}
![[Image: Download.png]](https://forum.civilea.com/postgen/icon/Download.png){kind=icon}
![[Image: 42204439463960021587.jpg]](https://pic.civilea.com/images/42204439463960021587.jpg)
![[Image: 91184499668296875401.png]](https://pic.civilea.com/images/91184499668296875401.png)
![[Image: 03728088376011105912.png]](https://pic.civilea.com/images/03728088376011105912.png)
![[Image: 91825256640678531822.jpg]](https://pic.civilea.com/images/91825256640678531822.jpg)
![[Image: screen.png]](https://forum.civilea.com/postgen/icon/screen.png){kind=icon}
![[Image: 22254605024887990289.jpg]](https://pic.civilea.com/images/22254605024887990289.jpg)
![[Image: password.png]](https://forum.civilea.com/postgen/icon/password.png){kind=icon}
![[Image: 70547215575764521436.jpg]](https://pic.civilea.com/images/70547215575764521436.jpg)
