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State University of New York at Buffalo. Civil, Structural and Environmental Engineering. degree granting institution.

(2)

University of California, San Diego. Structural Engineering. degree granting institution.

(2)

Abtahi, Pouya, author.

(1)

Carlsen, Rhett Kenneth, author.

(1)

Haque, A. B. M. Tahidul, author. (orcid)0000-0002-8684-281X

(1)

Iekel, Phil, author.

(1)

Iowa State University. Civil, Construction, and Environmental Engineering. degree granting institution.

(1)

Kashyap, Rimjhim, author.

(1)

Khan, Sami Ur-Rahman, author. (orcid)0000-0002-7474-1894

(1)

Li, Weixin, author. (orcid)0000-0003-2561-0844

(1)

Mukherjee, Arup Kumar, author.

(1)

Northwestern University. Theoretical and Applied Mechanics. degree granting institution.

(1)

Perry, Colin G., author.

(1)

San Jose State University. Engineering. degree granting institution.

(1)

Sarebanha, Alireza, author.

(1)

Tennessee Technological University. Civil Engineering. degree granting institution.

(1)

The University of Manchester (United Kingdom). Civil and Structural Engineering. degree granting institution.

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Thompson, David Matthew, author.

(1)

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

(1)

University of Maryland, College Park. Civil Engineering. degree granting institution.

(1)

Wei, Haoyan, author.

(1)

Western Sydney University (Australia). degree granting institution.

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Fatigue strength and behaviour in structural engineering için kapak resmi

Fatigue strength and behaviour in structural engineering

1.

Fatigue strength and behaviour in structural engineering

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Mukherjee, Arup Kumar, 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:10868292

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Fatigue strength and behaviour in structural engineering / Mukherjee, Arup Kumar, author.

Scaling Laws for Rectangular Sedimentation Tanks için kapak resmi

Scaling Laws for Rectangular Sedimentation Tanks

2.

Scaling Laws for Rectangular Sedimentation Tanks

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Thompson, David Matthew, 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:13870583

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The University of Manchester (United Kingdom). Civil and Structural Engineering. degree granting

Ballistic Impact Simulations Using the New Unified Mechanics Theory için kapak resmi

Ballistic Impact Simulations Using the New Unified Mechanics Theory

3.

Ballistic Impact Simulations Using the New Unified Mechanics Theory

by

Kashyap, Rimjhim, 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:10823425

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State University of New York at Buffalo. Civil, Structural and Environmental Engineering. degree

A Meshfree Computational Framework for Modeling Hydro-mechanical Damage Processes in Porous Geomaterials için kapak resmi

A Meshfree Computational Framework for Modeling Hydro-mechanical Damage Processes in Porous Geomaterials

4.

A Meshfree Computational Framework for Modeling Hydro-mechanical Damage Processes in Porous Geomaterials

by

Wei, Haoyan, 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:10792631

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University of California, San Diego. Structural Engineering. degree granting institution.

Experimental and Numerical Simulation of Seismically Isolated Critical Facilities under Extreme Seismic Loading için kapak resmi

Experimental and Numerical Simulation of Seismically Isolated Critical Facilities under Extreme Seismic Loading

5.

Experimental and Numerical Simulation of Seismically Isolated Critical Facilities under Extreme Seismic Loading

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Sarebanha, Alireza, 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:10620766

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University of California, San Diego. Structural Engineering. degree granting institution.

Wave Motion in 1-D Viscoelastic Phononic Crystals: A Comprehensive Analytical, Numerical and Experimental Study için kapak resmi

Wave Motion in 1-D Viscoelastic Phononic Crystals: A Comprehensive Analytical, Numerical and Experimental Study

6.

Wave Motion in 1-D Viscoelastic Phononic Crystals: A Comprehensive Analytical, Numerical and Experimental Study

by

Haque, A. B. M. Tahidul, author. (orcid)0000-0002-8684-281X

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:10823298

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State University of New York at Buffalo. Civil, Structural and Environmental Engineering. degree

The Effects of Unmitigated Idle Time on the Performance of Magnetorheological Dampers as a Structural Protective System için kapak resmi

The Effects of Unmitigated Idle Time on the Performance of Magnetorheological Dampers as a Structural Protective System

7.

The Effects of Unmitigated Idle Time on the Performance of Magnetorheological Dampers as a Structural Protective System

by

Khan, Sami Ur-Rahman, author. (orcid)0000-0002-7474-1894

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:10808419

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potential for a significant reduction in ability for the structural control systems to mitigate earthquakes

The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems için kapak resmi

The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems

8.

The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems

by

Carlsen, Rhett Kenneth, 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:10829427

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connections and structural elements. This research includes a review of past experiments to identify any

Computational and Experimental Characterization of the Behaviors of Anisotropic Quasi-Brittle Materials: Shale and Textile Composites için kapak resmi

Computational and Experimental Characterization of the Behaviors of Anisotropic Quasi-Brittle Materials: Shale and Textile Composites

9.

Computational and Experimental Characterization of the Behaviors of Anisotropic Quasi-Brittle Materials: Shale and Textile Composites

by

Li, Weixin, author. (orcid)0000-0003-2561-0844

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:10821637

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commonly seen in various engineering applications. A thorough study of their behaviors, especially

Enhancing Bridge Construction and Fiscal Efficiency için kapak resmi

Enhancing Bridge Construction and Fiscal Efficiency

10.

Enhancing Bridge Construction and Fiscal Efficiency

by

Iekel, Phil, 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:10789069

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State University's Structural Engineering Laboratory to test the capacity of the pile-to-pile cap

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

11.

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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fields of engineering. In the present study, the governing integro-(partial) differential equation was

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

12.

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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. To date the engineering community has seen structural facade systems as non-structural elements with

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