Hello.
I was wondering if someone has this paper:
Determinition of p-y curves using inclinometer data - Brown DA, Hidden SA, Zhang S
Geotechnical Testing Journal 1994;17(2):150-158
Thanks
Posted by: budis - 01-07-2011, 10:54 AM - Forum: Archive
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Title : Inelastic Seismic Design of Concrete Structures
Author : S.K. Ghosh
Conference : Conference Proceeding, Seismic Engineering: Research and Practice, American Society of Civil Engineers
Location : New York
page : 827-836
Year : 1989
Language : English
Posted by: budis - 01-07-2011, 10:39 AM - Forum: Archive
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Title : Prevention of Progressive Collapse in Multistory Concrete Buildings
Author : F. Humay, S. Baldridge and S. K. Ghosh
Publisher : Structures and Codes Institute and International Code Council
Year : 2006
Language : English
Title: SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design
Publisher: American Concrete Institute
Publication: Special Publication
Date: October 1, 1991
Volume: 127
Pages: 554
Language: English
Abstract SP127:
This new special publication covers areas of: - Description of earthquake ground motion - Performance of systems and components in past earthquakes - Experimentally observed inelastic behavior of systems and components - Modeling hysteretic response of concrete members - Inelastic analysis - Deformability of structural components - Seismic design - Seismic detailing This publication helps provide economical new buildings with an enhanced seismic safety.
The seismic isolation technology helps in protecting structures from earthquake damage. This new book provides both theory and practical aspects of seismic isolation technique. It contains the necessary mathematical tools and introduces the empirical methods with detailed design and documentation material of type that a structural engineer would need to implement isolation technique. Authors: Trevor E. Kelly, R. Ivan Skinner and Bill (W.H.) Robinson. 373 pages.
I have attached an image of its cover for your reference.
Training Course On Rock Engineering by Dr. Nick Barton
for Drill-and-Blast and TBM Tunnelling, and Important Aspects of Rock Joint and Rock Mass Behavior and Seismic Characterization for Slopes, Dams, Tunnels and Reservoirs
Code:
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Posted by: Songoku - 01-07-2011, 12:40 AM - Forum: Archive
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Hello,
I need the following paper,
"Simplified nonlinear analysis of flexible retaining walls in soft soil",
Guo Yurong & Zou Yinsheng
any other paper or reference in modeling the construction sequence of an excavation or tieback wall using a beam-on-elastic foundation/winkler model would be welcome.
1.1 SCOPE
This Standard provides a guide to products and procedures for the painting of buildings for general domestic, commercial and industrial use.
The Standard does not include a specific recommendation for the long-term protection of iron or steel exposed directly to the atmosphere or to internal climates likely to have aggressive environments which are dealt with in AS/NZS 2312.
1.2 OBJECTIVE
The Standard is intended to assist those with interest in building design and maintenance such as trades people, architects, builders or building owners in the preparation of painting specifications for inclusion in contracts. It should not be called up in contracts without also specifying the detail to be derived from it.
In providing guidance on the preparation of painting and repainting specifications for surfaces forming parts of buildings, the Standard necessarily gives choices of paint types for use in different areas. For each contract, the architect, or owners, should draw up a complementary painting schedule to detail the options that are to be used together with a colour schedule. This Standard can then be referred to when specifying the necessary preparation, the coating system and the methods and conditions of application.
NOTE: Information on the preparation of painting specifications is given in Section 9 and Appendices A and B. Information on inspection and testing is given in Appendix C.
Code:
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Guidelines for the use of Advanced Numerical Analysis
Author: D. Potts, K. Axelsson, L. Grande, H. Schweiger,and M. Long | Size: 8.9 MB | Format:PDF | Publisher: Thomas Telford Ltd | Year: 2002 | pages: 180 | ISBN: 9780727731258
Description
It is not easy for engineers to gain all the skills necessary to perform numerical analysis. This book is an authoritative guide that explains in detail the potential restrictions and pitfalls and so help engineers undertake advanced numerical analysis. It discusses the major approximations involved in nonlinear numerical analysis and describes some of the more popular constituitive models currently available and explores their strengths and weaknesses. It also discusses the determination of material parameters for defining soil behaviour, investigates the options for modelling structural components and their interface with the soil and the boundary conditions that are appropriate in geotechnical analysis and the assumptions implied when they are used.
Guidelines for the use of Advanced Numerical Analysis also provides guidelines for best practice of specific types of soil-structure interaction that are common in urban development and discusses the role of benchmarking exercises. This authoritative book will be invaluable to practising engineers involved in urban development. It will also be useful tool for geotechnical and structural engineers.
Contents
* Foreword
* Cost
* Executive Summary
* Introduction
* Geotechnical analysis
* Constitutive Models
* Determination of material parameters
* Non-linear analysis
* Modelling structures and interfaces
* Boundary and initial conditions
* Guidelines for input and output
* Modelling specific types of geotechnical problems
* Limitations and pitfalls in full numerical analysis
* Benchmarking
* References
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Wahig Bridge Complete Set of Drawings (Autocad File)
Bridge Name and Number: VI-22 Wahig Bridge
Bridge Location: Brgy. Poblacion, Dagohoy, Bohol, Philippines
Number of Pier: 2.0
Length of Span: 21.0m
Bridge Type: Seat Type Bridge
Type of Superstructure: PCDG (Pre-stressed Concrete Deck Girder)
Type of Sub-Structure: Seat Type Abutment / Two-Column Piers
Type of Foundation: Spread Foundation with RC Piles
Type of Slope Protection: Grouted Riprap with Stone Masonry
Total Length of Bridge: 63.0m
Code:
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