1. Title : Coupling Beams in the Satrio Tower
Author : Hadi R. Tanuwidjaja
Concrete International Vol 29 Issue 5
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2. Title : Strut-and-Tie Models for Deep Beam Design
Author : Gustavo J. Parra-Montesinos
Concrete International Vol 30 Issue 12
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Topics in Dynamics of Bridges, Volume 3: Proceedings of the 31st IMAC
Author: Bedon, A. Morassi (auth.), Alvaro Cunha (eds.) | Size: 5.9 MB | Format:PDF | Quality:Unspecified | Publisher: Springer New York | Year: 2013 | pages: 146 | ISBN: 978-1-4614-6518-8, 978-1-4614-6519-5
Topics in Dynamics of Bridges, Volume 3: Proceedings of the 31st IMAC, A Conference and Exposition on Structural Dynamics, 2013, the third volume of seven from the Conference, brings together contributions to this important area of research and engineering. The collection presents early findings and case studies on fundamental and applied aspects of Structural Dynamics, including papers on:
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Dear all,
I am looking all papers in Bulletin of Earthquake Engineering Vol.12, Issue 3.
This is a special issue regarding Performance Based Design in Earthquake Geotechnical Engineering.
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A New Zealand Government commissioned report into the CTV building collapse during the February 22, 2011 Christchurch earthquake.
The analysis was undertaken using SAP2000.
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Article/eBook Full Name: An iterative calculation method for suspension bridge’s cable system based on exact catenary theory
Author(s): Zhijun Chen, Hongyou Cao, Hongping Zhu
Publish Date: 2013
Related Links:
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Real scale results on testing various kinds of rock-bolts.
A useful reference for who works on the field in this sector.
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Classic geotechnics and tunnelling book from Karloy Szechy.
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Posted by: netsonicyxf - 05-25-2014, 10:31 AM - Forum: Archive
- No Replies
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Standard reference document for the design and construction of steel penstocks for hydroelectric plants.
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Author: P. S. Nigam | Size: 89 MB | Format:PDF | Quality:Original preprint | Publisher: Nem Chand & Bros. | Year: 1979 | pages: 1424 | ISBN: n.a.
Very useful all-rounder handbook in the hydroelectric field, especially with regards to some simplified but conservative models used for the structural design of turbines and draft tubes concrete encased foundations.
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