This text aims to facilitate a broader understanding of the total hydraulic system, including hardware, fluid properties and testing, and hydraulic lubricants. It provides a comprehensive and rigorous overview of hydraulic fluid technology and evaluates the ecological benefits of water as an important alternative technology. Equations, tables and illustrations are used to clarify and reinforce essential concepts.
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T. Paulay_PhD Thesis: The coupling of shear walls_Volume 1
Author: Thomas Paulay | Size: 11 MB | Format:PDF | Quality:Unspecified | Publisher: University of Canterbury | Year: 1969 | pages: 222
This thesis is a milestone in Civil Engineering. His author is a personality whom had a huge influence in Civil Engineering (specifically in the fields of Seismic Design of Concrete Structures and Earthquake Engineering).
Part of the Abstract: In this first project of a research program, initiated to investigate the behaviour of coupled shear walls subjected to seismic type lateral loading, the strength and behavior of the coupling beams is examined.
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Keywords: Slope engineering, Infrastructure, Research & Development (R&D), Culture
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Author: John N. Newman | Size: 5.77 MB | Format:DjVu | Quality:Original preprint | Publisher: The MIT Press | Year: August 15, 1977 | pages: 402 | ISBN: 0262140268, ISBN-13: 978-0262140263
Marine Hydrodynamics was specifically designed to meet the need for an ocean hydrodynamics text that is up-to-date in terms of both content and approach. The book is solidly based on fundamentals, but it also guides the student to an understanding of their engineering applications through its consideration of realistic configurations.
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SEISMIC DESIGN OF JOINTED PRECAST CONCRETE WALL SYSTEMS
Author: Sri Sritharan; Sriram Aaleti | Size: 0.3 MB | Format:PDF | Quality:Original preprint | Publisher: 4th International Conference on Earthquake Engineering, Taipei, Taiwan | Year: October 2006 | pages: 10
The precast concrete wall presented in this paper utilizes two or more individual precast walls that are connected to the footings using unbonded post-tensioning at the center of each wall.
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Since the publication of the second edition of this Manual in 1984, there have been significant advances in local practice with regard to slope investigation, design, construction and maintenance. As a result, more up-to-date guidance is given in subsequent GEO publications to supersede or supplement that given in this Manual (see the Addendum at the end of the Manual). For this up-to-date guidance, readers are recommended to refer to the original publications cited in the Addendum.
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This document presents the results of a review carried out within the geotechnical control office of the state of art in the design of excavation support systems, and in the prediction of ground movements around excavations.
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This Geoguide presents a recommended standard of good practice for the maintenance of man-made slopes and retaining walls, disturbed terrain features and natural terrain hazard mitigation measures. It is aimed primarily at the engineering profession, but it will be of use to other parties concerned with slopes and retaining walls maintenance.
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This guide presents a recommended standard of good practice for the civil engineering aspects of rock cavern applications in Hong Kong. It will also serve as a reference document for non-specialists involved in the administration of cavern projects.
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