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Tennessee Technological University. Civil Engineering. degree granting institution.

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The University of Texas at Arlington. Civil Engineering. degree granting institution.

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Abtahi, Pouya, author.

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Alnuaimi, Hamad N., author.

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Ashoori, Taha, author.

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Chun Keung, Lin, author.

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Colorado State University. Civil and Environmental Engineering. degree granting institution.

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Founta, Vasiliki, author.

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Hong Kong University of Science and Technology (Hong Kong). Civil Engineering. degree granting institution.

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Hong Kong University of Science and Technology (Hong Kong). degree granting institution.

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Li, Xueyou, author.

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Massachusetts Institute of Technology. degree granting institution.

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Nguyen, Trai Ngoc, author.

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Perry, Colin G., author.

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Pozo, Fray, author.

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Reed, Emily C., author.

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Sadaghiani, Mohammad Haadi, author.

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The University of Arizona. Civil Engineering and Engineering Mechanics. degree granting institution.

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University of Glasgow (United Kingdom). Department of Civil Engineering. degree granting institution.

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University of Surrey (United Kingdom). degree granting institution.

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Utah State University. Civil and Environmental. degree granting institution.

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Western Sydney University (Australia). degree granting institution.

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Yotov, Vladimir Vasilev, author.

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Zeng, Qing, author.

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Stochastic Finite Element Method for Vibroacoustic Loads Prediction için kapak resmi

Stochastic Finite Element Method for Vibroacoustic Loads Prediction

1.

Stochastic Finite Element Method for Vibroacoustic Loads Prediction

by

Yotov, Vladimir Vasilev, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:13871086

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Stochastic Finite Element Method for Vibroacoustic Loads Prediction / Yotov, Vladimir Vasilev

On Thermal Bowing of Concrete Sandwich Wall Panels with Flexible Shear Connectors için kapak resmi

On Thermal Bowing of Concrete Sandwich Wall Panels with Flexible Shear Connectors

2.

On Thermal Bowing of Concrete Sandwich Wall Panels with Flexible Shear Connectors

by

Pozo, Fray, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10828185

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thickness, panel length, type of shear connector and separation using a commercial finite element analysis

Predicting the Size and Location of a Cavity in a Solid Half-Space from the Scattered Ultrasonic Fields Using Genetic Algorithms için kapak resmi

Predicting the Size and Location of a Cavity in a Solid Half-Space from the Scattered Ultrasonic Fields Using Genetic Algorithms

3.

Predicting the Size and Location of a Cavity in a Solid Half-Space from the Scattered Ultrasonic Fields Using Genetic Algorithms

by

Alnuaimi, Hamad N., author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10811858

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Finite Element Method (FEM). FEM is very inefficient for modeling ultrasonic wave propagation problems at

Impacts of Geotechnical Aspects in Tunneling Design and Construction için kapak resmi

Impacts of Geotechnical Aspects in Tunneling Design and Construction

4.

Impacts of Geotechnical Aspects in Tunneling Design and Construction

by

Sadaghiani, Mohammad Haadi, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10903165

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was analyzed and discussed. Finally, Numerical modelling utilizing finite element method by PLAXIS was

Comparison of FEA and Analytical Methods for Determining Stability of a RAP Supported MSE Wall için kapak resmi

Comparison of FEA and Analytical Methods for Determining Stability of a RAP Supported MSE Wall

5.

Comparison of FEA and Analytical Methods for Determining Stability of a RAP Supported MSE Wall

by

Reed, Emily C., author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10791623

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analytical Meyerhof bearing capacity method. In particular, cases were examined where rammed aggregate piers

Modeling Snow-Free Concrete Surfaces Using Hydronic Radiant Heat için kapak resmi

Modeling Snow-Free Concrete Surfaces Using Hydronic Radiant Heat

6.

Modeling Snow-Free Concrete Surfaces Using Hydronic Radiant Heat

by

Nguyen, Trai Ngoc, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10785486

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three-dimensional (3D) finite element models are developed to investigate the influence of input

Comparison of Ground Movements During Trenchless Technology Operations for Pipe and Box Installations by Numerical Analysis için kapak resmi

Comparison of Ground Movements During Trenchless Technology Operations for Pipe and Box Installations by Numerical Analysis

7.

Comparison of Ground Movements During Trenchless Technology Operations for Pipe and Box Installations by Numerical Analysis

by

Ashoori, Taha, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10903193

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Numerical method using Finite Element Analysis (FEA) was used for model simulations to investigate

Application of Groebner Bases to Geometrically Nonlinear Analysis of Rectangular Composite Plates Resting on a Pasternak Foundation için kapak resmi

Application of Groebner Bases to Geometrically Nonlinear Analysis of Rectangular Composite Plates Resting on a Pasternak Foundation

8.

Application of Groebner Bases to Geometrically Nonlinear Analysis of Rectangular Composite Plates Resting on a Pasternak Foundation

by

Perry, Colin G., author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10789690

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to properly predict the response of the structure. Numerical solutions such as the finite element and

Prediction of instability and ground movements during tunnel construction in non-homogenous conditions için kapak resmi

Prediction of instability and ground movements during tunnel construction in non-homogenous conditions

9.

Prediction of instability and ground movements during tunnel construction in non-homogenous conditions

by

Founta, Vasiliki, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10902888

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Numerical simulations using 3D finite element models are also used to investigate the factors

Ultimate strength design of deep beams için kapak resmi

Ultimate strength design of deep beams

10.

Ultimate strength design of deep beams

by

Chun Keung, Lin, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10867952

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obtained by a linear elastic stress analysis - e.g. finite element analysis. Reinforcement is provided such

Energy Dissipating Facade Systems Designed to Reduce Structural Response During Earthquakes için kapak resmi

Energy Dissipating Facade Systems Designed to Reduce Structural Response During Earthquakes

11.

Energy Dissipating Facade Systems Designed to Reduce Structural Response During Earthquakes

by

Abtahi, Pouya, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10904568

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series of non-linear structural analysis and finite element modelling was conducted using SAP2000 and

Analysis and Simulation of the Vehicle-Bridge-Interaction in Horizontally Curved Railway Bridges için kapak resmi

Analysis and Simulation of the Vehicle-Bridge-Interaction in Horizontally Curved Railway Bridges

12.

Analysis and Simulation of the Vehicle-Bridge-Interaction in Horizontally Curved Railway Bridges

by

Zeng, Qing, author.

http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqm&rft_dat=xri:pqdiss:10903425

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curved bridges with the finite element method (FEM). Specifically, an additional moving trajectory system

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