Currently, I have a project to design Container Yard pavement (heavy duty pavement), but I don't have a guide or handbook to design it. Can anyone help me to share these handbook or guidance? it can based on British code or American. Thanks for your information
Hi everybody, i would like to know if is possible to find me the maximum number of editions of the journal Soils and Foundations of the Japanese Geotechnical Society.
Thanks, José.
Dynamic Behavior of Concrete and Seismic Engineering
Dynamic Behavior of Concrete and Seismic Engineering
Jacky Mazars, Alain Millard,
Wiley-ISTE | 2009 | ISBN: 184821071X | 384 pages | PDF | 5,3 MB
While the static behavior of concrete has been the subject of numerous works, the same cannot be said for the dynamic behavior. This book sets out to remedy this situation: it begins by presenting the most frequently used experimental techniques in the study of the dynamic behavior of concrete, then continues by examining seismicity and seismic behavior, soil behavior, models of concrete structures subject to seismic activity, seismic calculation methods of structures, and paraseismic engineering.
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:
Recommendations for the Fatigue Design of Steel Structures
Recommendations for the Fatigue Design of Steel Structures (No: 043)
ECCS - Technical Committee 6 - Fatigue
These Recommendations provide a model code foe the assessment, fabrication, inspection and maintenance of steel structures subjected to fatigue loading. The procedures assume that the structure has been designed in accordance with the other limit state requirements. Work on the Recommendations began with the first meeting of Technical Committee 6 "Fatigue" on April 20, 1979, in Lausanne. At that time, a working document had been prepared by the former F.CCS Committee 9 "Welded Joints", under the chairmanship of Dr. Wallin. During a five year period, nine committee meetings were held and six drafts, including the final draft were prepared. Many experts in the field devoted much time and effort to the preparation of the various drafts. For example, Mr. John Dibley spent a few weeks in Lausanne working on the early versions. Also, Prof. John Fisher and Dr. Tim Gurney gave the Committee the benefit of their many years of experience through several formal and informal discussions. The advice of such experts greatly improved the quality of the Recommendations.
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:
just trying to ask if I am going to used RS2010 and robot analysis 2011. does the revit extension v2010 work for it or do I need to use revit extensions 2011?
Calculation of lateral forces by the method of the equivalent static load in buildings with shear walls symmetrical and asymmetrical. Design of shear walls.
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:
***************************************
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:
it's flash presentation,unzip and just click index
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: