Reliability based design of laterally loaded piles

The advance in computing power has influenced the development of analysis for laterally loaded single piles. Computer programs using finite element and finite difference methods were well developed in recent decades. Alternatively, a simplified method (Low et al., 2001) using Microsoft Excel as a pl...

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Main Author:	Zhang, Chi
Other Authors:	Low, Bak Kong
Format:	Theses and Dissertations
Language:	English
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Geotechnical
Online Access:	http://hdl.handle.net/10356/12167
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Institution:	Nanyang Technological University
Language:	English

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record_format	dspace
spelling	sg-ntu-dr.10356-121672023-03-03T19:34:29Z Reliability based design of laterally loaded piles Zhang, Chi Low, Bak Kong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical The advance in computing power has influenced the development of analysis for laterally loaded single piles. Computer programs using finite element and finite difference methods were well developed in recent decades. Alternatively, a simplified method (Low et al., 2001) using Microsoft Excel as a platform make it extremely simple and explicit for solving this nonlinear and highly mathematical problem, using simple integration instead of fourth-order differential equations. The optimization tool Solver and VBA (Visual Basic Application) were used in the computational approach. Master of Science 2008-09-25T06:39:03Z 2008-09-25T06:39:03Z 2004 2004 Thesis http://hdl.handle.net/10356/12167 en Nanyang Technological University 204 p. application/pdf
institution	Nanyang Technological University
building	NTU Library
continent	Asia
country	Singapore Singapore
content_provider	NTU Library
collection	DR-NTU
language	English
topic	DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle	DRNTU::Engineering::Civil engineering::Geotechnical Zhang, Chi Reliability based design of laterally loaded piles
description	The advance in computing power has influenced the development of analysis for laterally loaded single piles. Computer programs using finite element and finite difference methods were well developed in recent decades. Alternatively, a simplified method (Low et al., 2001) using Microsoft Excel as a platform make it extremely simple and explicit for solving this nonlinear and highly mathematical problem, using simple integration instead of fourth-order differential equations. The optimization tool Solver and VBA (Visual Basic Application) were used in the computational approach.
author2	Low, Bak Kong
author_facet	Low, Bak Kong Zhang, Chi
format	Theses and Dissertations
author	Zhang, Chi
author_sort	Zhang, Chi
title	Reliability based design of laterally loaded piles
title_short	Reliability based design of laterally loaded piles
title_full	Reliability based design of laterally loaded piles
title_fullStr	Reliability based design of laterally loaded piles
title_full_unstemmed	Reliability based design of laterally loaded piles
title_sort	reliability based design of laterally loaded piles
publishDate	2008
url	http://hdl.handle.net/10356/12167
_version_	1759857373710647296

Reliability based design of laterally loaded piles

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