[REQUEST] Scitation and Sciencedirect/Elsevier JOURNAL

[lizard]

Hi
here are two more papers that i need could anyone please share them.

Response surface method using vector projected sampling points☆

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A response surface method based on weighted regression for structural reliability analysis

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thanks

[abouferass88]

Dear Lizard,

here is the second paper


A response surface method based on weighted regression for structural reliability analysis

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Regards

[rusty]

And your first requested paper:

Sang-Hyo Kim, Seong-Won Na (1997): Response surface method using vector projected sampling points

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[skyscraper]

Analysis of soil resistance on laterally loaded piles based on 3D soil–pile interaction

Computers and Geotechnics (2011)
Volume: 38, Issue: 2, Publisher: Elsevier Ltd, Pages: 248-257
ISSN: 0266352X

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Three-dimensional numerical modelling of the behaviour of a pile subjected to cyclic lateral loading

Computers and Geotechnics (2010)
Volume: 37, Issue: 7-8, Publisher: Elsevier Ltd, Pages: 999-1007
ISSN: 0266352X

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Assessment of existing methods for predicting soil response of laterally loaded piles in sand

Computers and Geotechnics (2005)
Volume: 32, Issue: 4, Publisher: Elsevier, Pages: 274–289
ISSN: 0266352X

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Post edited by Moderator: Transparent Link

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[Grunf]

Dear members,

Can someone get this article for me:

Damage modelling of reinforced concrete beams
by: Faustino Sanches Júnior and Wilson Sergio Venturini
University of São Paulo, EESC-USP, Av. Trabalhador São-Carlense, 400, 13566-590 São Carlos, Brazil

Abstract
Analysis of previous termreinforcednext termprevious termconcretenext term building floor frames can be significantly improved when appropriate material models are assumed to represent the actual global behaviour and consequently to improve the ultimate and serviceability limit state verifications. Often, the stiffness reduction and the evaluation of the ultimate strain values are carried out by means of simple models based on bending moment-curvature diagrams and therefore the shear effects are neglected. In this work, an improved model to compute either the stiffness reductions or the ultimate loads has been proposed to take into account the non-linear effects due to the shear components. A previous termdamagenext term model is adopted to govern the stress and strain fields across the cross-section of the previous termreinforcednext termprevious termconcretenext term member. Then, a simple mechanism to transfer the shear stresses not sustained by the previous termconcretenext term material to the shear reinforcements. The shear reinforcement force resultant is computed according to the strain component measured in the tensile principal direction. The truss model for cracked previous termconcretenext termprevious termbeamsnext term is adopted to compute the corresponding forces applied to the shear reinforcement. The well-known model, proposed by Mazars, has been implemented to govern the previous termconcretenext term behaviour based on the continuum previous termdamagenext term mechanics, while an elasto-plastic model was assumed for the bending and shear reinforcements.

Keywords:
RC structures; Building floor frames; previous termDamagenext term mechanics; Shear force carrying capacity; Finite element previous termreinforcednext termprevious termconcreteprevious termmodelling

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Many thanks in advance,
Grunf

[rusty]

Dear Grunf,

Here is the requested paper:

Damage modelling of reinforced concrete beams
by: Faustino Sanches Júnior and Wilson Sergio Venturini
University of São Paulo, EESC-USP, Av. Trabalhador São-Carlense, 400, 13566-590 São Carlos, Brazil

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[devilmaycry]

Hi, I need these papers, thanks in advance...

Problems and prospects of reliability-based optimization
Fred Moses

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The draft code for performance-based seismic design of buildings in Taiwan
Qiang Xue

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Structural reliability software at the University of California, Berkeley
A. Der Kiureghian

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[rusty]

Dear devilmaycry,

here we go:

Problems and prospects of reliability-based optimization
Fred Moses

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Structural reliability software at the University of California, Berkeley
Qiang Xue

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The draft code for performance-based seismic design of buildings in Taiwan
A. Der Kiureghian

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[Grunf]

Dear members, can someone upload those two articles for me:

Integrating simulation models with a view to optimal control of urban wastewater systems

by: David Butler, Manfred Schütze
Environmental Modelling & Software
Volume 20, Issue 4, April 2005, Pages 415-426
Vulnerability of Water Quality in Intensively Developing Urban Watersheds

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Artificial neural networks for rapid WWTP performance evaluation: Methodology and case study

by: B. Ráduly, K.V. Gernaey, A.G. Capodaglio, P.S. Mikkelsen, M. Henze
Environmental Modelling & Software
Volume 22, Issue 8, August 2007, Pages 1208-1216
Bayesian networks in water resource modelling and management

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Many thanks in advance.

[rusty]

Integrating simulation models with a view to optimal control of urban wastewater systems

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Artificial neural networks for rapid WWTP performance evaluation: Methodology and case study

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