Civil Engineering Association

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REQUEST:

a “t-z” approach for cyclic axial loading analysis of single piles
j.t. Chin, h.g. Poulus

computers and geotechnics

volume 12, issue 4, 1991, pages 289-320

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A “t-z” approach for cyclic axial loading analysis of single piles
j.t. Chin, h.g. Poulus

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REQUEST:

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Here you go Mary:

1) Application of the initial stress method to soil structure interaction : Rowe, R K; Booker, J R; Balaam, N P Sydney Univ, School of Civil Engineering, research report R294, Oct 1976, 33P
Geomechanics abstract Surface structures Temporary and permanent supports

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2) Application of the initial stress method to soil-structure interaction : Rowe, R K; Booker, J R; Balaam, N P Int J Num Meth Engng, V12, N5, 1978, P873–880
Geomechanics abstract Surface structures

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Hi guys, I need the following paper, thanks in advance:

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Dear members,

Can someone upload this article for me:

Stress–strain constitutive equations of concrete material at elevated temperatures
By: Long-yuan Li, John Purkiss
School of Engineering and Applied Science, Aston University, Birmingham B4 7ET, UK

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Many thanks in advance!

Dear Grunf

Stress–strain constitutive equations of concrete material at elevated temperatures

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Preliminary design of very long-span suspension bridges

Author: Paolo Clementea, Corresponding Author Contact Information, E-mail The Corresponding Author, Giulio Nicolosib, Aldo Raithelb | Size: don`t know MB | Format: PDF

Abstract

The feasibility of very long-span suspension bridges is analysed. The relation between the geometrical parameters, the load and the material characteristics is first discussed in order to find out the limit value of the span length. An iteration procedure is then proposed to study the main aspects of the structural behaviour in the deflection theory. The results of a numerical investigation allow to state that the behaviour of a very long-span suspension bridge, both in terms of stresses and deflection, is similar to the behaviour of an unstiffened cable, the contribution of the girder being negligible.

Keywords: Suspension bridges; Long-span bridges; Limit span; Deflection theory

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Engineering Structures
Volume 22, Issue 12, December 2000, Pages 1699-1706

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Preliminary design of very long-span suspension bridges

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Nonlinear inelastic dynamic analysis of suspensionnext termprevious termbridge

Author: Seung-Eock Kim Corresponding Author Contact Information, a, E-mail The Corresponding Author, Huu-Tai Thai | Size: unknown MB | Format: PDF | Publisher: Department of Civil and Environmental Engineering, Sejong University, 98 Kunja Dong Kwangjin Ku, Seoul 143-747, Republic of Korea | Year: Received 30 September 2009; revised 20 August 2010; Accepted 20 August 2010. Available online 20 September 2010.

Abstract

In this paper, an accurate and efficient numerical procedure is proposed for the nonlinear inelastic time-history analysis of previous termsuspensionnext termprevious termbridgesnext term subjected to earthquake excitations. The proposed procedure includes both geometric and material nonlinearities. The geometric nonlinearities of tower and girder members are taken into account by the use of stability functions, while the geometric nonlinearities of cable members are considered using exact analytical expressions of an elastic catenary. The gradual yielding along the member length and over the cross-section is included using a tangent modulus concept and a refined plastic hinge model. A computer program utilizing Newmark’s average acceleration algorithm with Newton–Raphson iteration is developed. The obtained results are compared with those generated using the commercial package SAP2000 to illustrate the accuracy and computational efficiency of the proposed procedure.

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Engineering Structures
Volume 32, Issue 12, December 2010, Pages 3845-3856

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