Design Guide for Reinforced Concrete Diaphragms A guide to assist design professionals in efficiently designing and detailing reinforced concrete diaphragms
with the 2014 edition of Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14) [Reference 1].
One of the main goals is to provide step-by-step design procedures and design aids that make designing and detailing reinforced
concrete diaphragms simpler and faster. The procedures and design aids contained in this publication can be used in the design
and detailing of reinforced concrete diaphragms in buildings of any size that are assigned to Seismic Design Categories A through F.
The 2018 edition of the International Building Code (IBC) [Reference 2] references ACI 318-14, and Section 1901.2 of the IBC requires
that structural concrete be designed and constructed in accordance with the provisions of Chapter 19 of the IBC and the
2014 edition of ACI 318 as amended in IBC Section 1905. Thus, ACI 318 is part of the IBC and its applicable provisions must be
satisfied when the IBC is adopted in a jurisdiction.
It is important to note that ACI 318 provides minimum requirements for the materials, design, construction, and strength evaluation
of structural concrete members and systems in any structure designed and constructed under the requirements of the
general building code, such as the IBC. The purpose and applicability of the requirements in ACI 318-14 can be found in Sections
1.3 and 1.4 of that document, respectively.
The requirements of the 2016 edition of ASCE/SEI 7 Minimum Design Loads and Associated Criteria for Buildings and Other Structures
(Reference 3) are also used throughout this publication, including several important provisions pertaining to diaphragm loading
and Seismic Design Category (SDC).
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 book is about geoplasticity, solid mechanics of rock, jointed rock and soil beyond the domain of a purely elastic deformation. Plastic deformation is irreversible and begins at the limit to elasticity with any attempt at further loading. Stress at the limit to elasticity is "strength" which is described by a functional relationship amongst stresses, that is, by a yield function or failure criterion. Mohr-Coulomb, Drucker-Prager and Hoek-Brown criteria are well-known examples in geomechanics
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:
If you could share it that would be much appreciated!
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:
How to Design Concrete Structures to Eurocode 2 - The Compendium (Second edition)
Size: - MB | Format:PDF | Quality:- | Publisher: The Concrete Centre | Year: 2018
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:
Arabic version of Egyptian Reinforced concrete code ECP-203 , 2017
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:
Kojan, E., and Hutchinson, J.N (1978) Mayunmarca Rockslide and debris flow, peru, pp. 315-361 in rockslides and avalanches, vol. 1, natural phenomena, Voight, B., ed., Elsevier, Amsterdam
Gregersen, O. (2005). ‘‘Program for okt sikkerhet mot leirskred. Risiko for kvikkleireskred Bragernes, Drammen’’. Report 2004 1343-1. Norwegain Geotechncial institute, 26 January 2005.
![[Image: 47400602647266905395.jpg]](https://pic.civilea.com/images/47400602647266905395.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: 18212508509180729892.jpg]](https://pic.civilea.com/images/18212508509180729892.jpg)
![[Image: 91431898280448717017.jpg]](https://pic.civilea.com/images/91431898280448717017.jpg)
![[Image: screen.png]](http://postgen.civilea.com/icon/screen.png){kind=icon}
![[Image: 69619609937576179731.jpg]](https://pic.civilea.com/images/69619609937576179731.jpg)
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}