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You searched for +publisher:"Virginia Tech" +contributor:("Holzer, Siegfried M."). Showing records 1 – 30 of 76 total matches.

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Virginia Tech

1. Yadama, Vikram. Experimental investigation of a novel finite element model for Southern pine glulam beams.

Degree: MS, Wood Science and Forest Products, 1990, Virginia Tech

 Glued-laminated wood (Glulam) is a versatile material manufactured by gluing two or more layers of wood together with the grain of all laminae running parallel… (more)

Subjects/Keywords: Laminated wood; LD5655.V855 1990.Y352

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APA (6th Edition):

Yadama, V. (1990). Experimental investigation of a novel finite element model for Southern pine glulam beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46468

Chicago Manual of Style (16th Edition):

Yadama, Vikram. “Experimental investigation of a novel finite element model for Southern pine glulam beams.” 1990. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/46468.

MLA Handbook (7th Edition):

Yadama, Vikram. “Experimental investigation of a novel finite element model for Southern pine glulam beams.” 1990. Web. 04 Jun 2020.

Vancouver:

Yadama V. Experimental investigation of a novel finite element model for Southern pine glulam beams. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/46468.

Council of Science Editors:

Yadama V. Experimental investigation of a novel finite element model for Southern pine glulam beams. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/46468


Virginia Tech

2. Williams, NuRocha Lyn. Elastic Analysis of the Loop Tack Test for Pressure Sensitive Adhesives.

Degree: MS, Civil Engineering, 2000, Virginia Tech

 The loop tack test measures the tack (instant grip) of an adhesive. An analytical model of this test seems to be lacking and is the… (more)

Subjects/Keywords: Pressure Sensitive Adhesive; Adhesion; Elastica; Loop Tack Test

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APA (6th Edition):

Williams, N. L. (2000). Elastic Analysis of the Loop Tack Test for Pressure Sensitive Adhesives. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33983

Chicago Manual of Style (16th Edition):

Williams, NuRocha Lyn. “Elastic Analysis of the Loop Tack Test for Pressure Sensitive Adhesives.” 2000. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/33983.

MLA Handbook (7th Edition):

Williams, NuRocha Lyn. “Elastic Analysis of the Loop Tack Test for Pressure Sensitive Adhesives.” 2000. Web. 04 Jun 2020.

Vancouver:

Williams NL. Elastic Analysis of the Loop Tack Test for Pressure Sensitive Adhesives. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/33983.

Council of Science Editors:

Williams NL. Elastic Analysis of the Loop Tack Test for Pressure Sensitive Adhesives. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/33983


Virginia Tech

3. Horne, David Brownfield. Objective functions for nonlinear structural analysis.

Degree: MS, Civil Engineering, 1978, Virginia Tech

 An objective function that is suitable for both stable and unstable equilibrium states since it is guaranteed to assume a relative minimum at any equilibrium… (more)

Subjects/Keywords: mathematical models; LD5655.V855 1978.H68

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APA (6th Edition):

Horne, D. B. (1978). Objective functions for nonlinear structural analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34111

Chicago Manual of Style (16th Edition):

Horne, David Brownfield. “Objective functions for nonlinear structural analysis.” 1978. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/34111.

MLA Handbook (7th Edition):

Horne, David Brownfield. “Objective functions for nonlinear structural analysis.” 1978. Web. 04 Jun 2020.

Vancouver:

Horne DB. Objective functions for nonlinear structural analysis. [Internet] [Masters thesis]. Virginia Tech; 1978. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/34111.

Council of Science Editors:

Horne DB. Objective functions for nonlinear structural analysis. [Masters Thesis]. Virginia Tech; 1978. Available from: http://hdl.handle.net/10919/34111


Virginia Tech

4. Calloway, Benita R. Yield line analysis of an AASHTO New Jersey concrete parapet wall.

Degree: MS, Civil Engineering, 1993, Virginia Tech

 Concrete bridge rails are rated according to three performance levels. For classification at a given performance level, the rail must meet specific strength and geometric… (more)

Subjects/Keywords: Yield-line analysis; LD5655.V855 1993.C344

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APA (6th Edition):

Calloway, B. R. (1993). Yield line analysis of an AASHTO New Jersey concrete parapet wall. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34936

Chicago Manual of Style (16th Edition):

Calloway, Benita R. “Yield line analysis of an AASHTO New Jersey concrete parapet wall.” 1993. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/34936.

MLA Handbook (7th Edition):

Calloway, Benita R. “Yield line analysis of an AASHTO New Jersey concrete parapet wall.” 1993. Web. 04 Jun 2020.

Vancouver:

Calloway BR. Yield line analysis of an AASHTO New Jersey concrete parapet wall. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/34936.

Council of Science Editors:

Calloway BR. Yield line analysis of an AASHTO New Jersey concrete parapet wall. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/34936


Virginia Tech

5. Goh, Julian Kok Seng. Analysis of Pressurized Arch-Shells.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 A pressurized arch-shell structural component made of flexible material is considered. The component is inflated with high internal pressure. The behavior of similar types of… (more)

Subjects/Keywords: shell; arch; Rayleigh-Ritz method; wind load; structural analysis; snow load

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APA (6th Edition):

Goh, J. K. S. (1998). Analysis of Pressurized Arch-Shells. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35576

Chicago Manual of Style (16th Edition):

Goh, Julian Kok Seng. “Analysis of Pressurized Arch-Shells.” 1998. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/35576.

MLA Handbook (7th Edition):

Goh, Julian Kok Seng. “Analysis of Pressurized Arch-Shells.” 1998. Web. 04 Jun 2020.

Vancouver:

Goh JKS. Analysis of Pressurized Arch-Shells. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/35576.

Council of Science Editors:

Goh JKS. Analysis of Pressurized Arch-Shells. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/35576


Virginia Tech

6. Gates, Joseph Dwayne. Effects of a Flexible Foundation on the Response of a Timber Shear Wall.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 A parametric study was performed to determine the effect of flexible foundations on the response of timber shear walls. Timber shear walls, which typically consist… (more)

Subjects/Keywords: Joist Stiffness; Flexible Foundations; Shear Walls

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APA (6th Edition):

Gates, J. D. (1997). Effects of a Flexible Foundation on the Response of a Timber Shear Wall. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35760

Chicago Manual of Style (16th Edition):

Gates, Joseph Dwayne. “Effects of a Flexible Foundation on the Response of a Timber Shear Wall.” 1997. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/35760.

MLA Handbook (7th Edition):

Gates, Joseph Dwayne. “Effects of a Flexible Foundation on the Response of a Timber Shear Wall.” 1997. Web. 04 Jun 2020.

Vancouver:

Gates JD. Effects of a Flexible Foundation on the Response of a Timber Shear Wall. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/35760.

Council of Science Editors:

Gates JD. Effects of a Flexible Foundation on the Response of a Timber Shear Wall. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/35760


Virginia Tech

7. Mendez, Eduardo. Groundwater Interactive: Interdisciplinary Web-Based Software Incorporating New Learning Methodologies and Technologies.

Degree: MS, Environmental Engineering, 2002, Virginia Tech

 Groundwater related courses are offered through several colleges at Virginia Tech. These classes enroll a diverse group of students with varied academic backgrounds and educational… (more)

Subjects/Keywords: Experiential Learning; Groundwater Contamination; Educational Technology; Cooperative Learning; Groundwater Transport

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APA (6th Edition):

Mendez, E. (2002). Groundwater Interactive: Interdisciplinary Web-Based Software Incorporating New Learning Methodologies and Technologies. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35796

Chicago Manual of Style (16th Edition):

Mendez, Eduardo. “Groundwater Interactive: Interdisciplinary Web-Based Software Incorporating New Learning Methodologies and Technologies.” 2002. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/35796.

MLA Handbook (7th Edition):

Mendez, Eduardo. “Groundwater Interactive: Interdisciplinary Web-Based Software Incorporating New Learning Methodologies and Technologies.” 2002. Web. 04 Jun 2020.

Vancouver:

Mendez E. Groundwater Interactive: Interdisciplinary Web-Based Software Incorporating New Learning Methodologies and Technologies. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/35796.

Council of Science Editors:

Mendez E. Groundwater Interactive: Interdisciplinary Web-Based Software Incorporating New Learning Methodologies and Technologies. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/35796


Virginia Tech

8. Dalrymple, Amy Janel. The Effect of Adhesion on the Contact of an Elastica with a Rigid Surface.

Degree: MS, Civil Engineering, 1999, Virginia Tech

 The understanding of topics such as friction, wear, lubrication, and adhesive bonds is dependent on the ability to measure surface and interfacial energies. The surface… (more)

Subjects/Keywords: Work of Adhesion; Elastica; JKR Analysis; Surface Energy; DMT Analysis

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APA (6th Edition):

Dalrymple, A. J. (1999). The Effect of Adhesion on the Contact of an Elastica with a Rigid Surface. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36111

Chicago Manual of Style (16th Edition):

Dalrymple, Amy Janel. “The Effect of Adhesion on the Contact of an Elastica with a Rigid Surface.” 1999. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/36111.

MLA Handbook (7th Edition):

Dalrymple, Amy Janel. “The Effect of Adhesion on the Contact of an Elastica with a Rigid Surface.” 1999. Web. 04 Jun 2020.

Vancouver:

Dalrymple AJ. The Effect of Adhesion on the Contact of an Elastica with a Rigid Surface. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/36111.

Council of Science Editors:

Dalrymple AJ. The Effect of Adhesion on the Contact of an Elastica with a Rigid Surface. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/36111


Virginia Tech

9. Seay, Patricia Anne. Finite Element Analysis of Geotextile Tubes.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 The three-dimensional behavior of geotextile tubes is studied using finite element modeling. Two initial shapes are investigated, one with a flat length-to-width ratio of 2:1… (more)

Subjects/Keywords: geotextile tubes; finite element analysis; sandbag; flood control; dike

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APA (6th Edition):

Seay, P. A. (1998). Finite Element Analysis of Geotextile Tubes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36592

Chicago Manual of Style (16th Edition):

Seay, Patricia Anne. “Finite Element Analysis of Geotextile Tubes.” 1998. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/36592.

MLA Handbook (7th Edition):

Seay, Patricia Anne. “Finite Element Analysis of Geotextile Tubes.” 1998. Web. 04 Jun 2020.

Vancouver:

Seay PA. Finite Element Analysis of Geotextile Tubes. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/36592.

Council of Science Editors:

Seay PA. Finite Element Analysis of Geotextile Tubes. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/36592


Virginia Tech

10. Molloy, Sean J. Finite Element Analysis of a Pair of Leaning Pressurized Arch-Shells Under Snow and Wind Loads.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 A structure comprised of two arches that lean against each other at the apex is considered. The arches are thin shells with internal pressure. This… (more)

Subjects/Keywords: leaning arches; inflatable; pneumatic; pressurized; finite element; shell; stability; vibration; snow load; wind load

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APA (6th Edition):

Molloy, S. J. (1998). Finite Element Analysis of a Pair of Leaning Pressurized Arch-Shells Under Snow and Wind Loads. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36608

Chicago Manual of Style (16th Edition):

Molloy, Sean J. “Finite Element Analysis of a Pair of Leaning Pressurized Arch-Shells Under Snow and Wind Loads.” 1998. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/36608.

MLA Handbook (7th Edition):

Molloy, Sean J. “Finite Element Analysis of a Pair of Leaning Pressurized Arch-Shells Under Snow and Wind Loads.” 1998. Web. 04 Jun 2020.

Vancouver:

Molloy SJ. Finite Element Analysis of a Pair of Leaning Pressurized Arch-Shells Under Snow and Wind Loads. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/36608.

Council of Science Editors:

Molloy SJ. Finite Element Analysis of a Pair of Leaning Pressurized Arch-Shells Under Snow and Wind Loads. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/36608


Virginia Tech

11. Cary, Charles William III. Effective Lengths of Web-Tapered Columns in Rigid Metal Building Frames.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 Current procedures for estimating effective length factors for web-tapered members rely heavily on the use of charts and graphs. This makes them difficult to implement… (more)

Subjects/Keywords: metal building; effective length; tapered; column

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APA (6th Edition):

Cary, C. W. I. (1997). Effective Lengths of Web-Tapered Columns in Rigid Metal Building Frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36645

Chicago Manual of Style (16th Edition):

Cary, Charles William III. “Effective Lengths of Web-Tapered Columns in Rigid Metal Building Frames.” 1997. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/36645.

MLA Handbook (7th Edition):

Cary, Charles William III. “Effective Lengths of Web-Tapered Columns in Rigid Metal Building Frames.” 1997. Web. 04 Jun 2020.

Vancouver:

Cary CWI. Effective Lengths of Web-Tapered Columns in Rigid Metal Building Frames. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/36645.

Council of Science Editors:

Cary CWI. Effective Lengths of Web-Tapered Columns in Rigid Metal Building Frames. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/36645


Virginia Tech

12. Mohammad, Haris. Modeling the roof deck and determining its effect on the stability of a glulam timber dome.

Degree: M. Eng., Civil Engineering, 1990, Virginia Tech

 A finite element modeling and geometrically nonlinear static analysis of the top portion of a glued-laminated timber dome is presented. The modeling assumptions and analysis… (more)

Subjects/Keywords: Domes; LD5655.V851 1990.M633

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APA (6th Edition):

Mohammad, H. (1990). Modeling the roof deck and determining its effect on the stability of a glulam timber dome. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40690

Chicago Manual of Style (16th Edition):

Mohammad, Haris. “Modeling the roof deck and determining its effect on the stability of a glulam timber dome.” 1990. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/40690.

MLA Handbook (7th Edition):

Mohammad, Haris. “Modeling the roof deck and determining its effect on the stability of a glulam timber dome.” 1990. Web. 04 Jun 2020.

Vancouver:

Mohammad H. Modeling the roof deck and determining its effect on the stability of a glulam timber dome. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/40690.

Council of Science Editors:

Mohammad H. Modeling the roof deck and determining its effect on the stability of a glulam timber dome. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/40690


Virginia Tech

13. El-Adas, Kadmous Moufid. Linear and nonlinear buckling analysis via ABAQUS.

Degree: MS, Civil Engineering, 1990, Virginia Tech

  Results of stability analyses with the commercial finite element program ABAQUS are presented. Buckling and nonlinear analysis of an Euler column and a Von… (more)

Subjects/Keywords: ABAQUS (Computer program language); LD5655.V851 1990.E422

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APA (6th Edition):

El-Adas, K. M. (1990). Linear and nonlinear buckling analysis via ABAQUS. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40767

Chicago Manual of Style (16th Edition):

El-Adas, Kadmous Moufid. “Linear and nonlinear buckling analysis via ABAQUS.” 1990. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/40767.

MLA Handbook (7th Edition):

El-Adas, Kadmous Moufid. “Linear and nonlinear buckling analysis via ABAQUS.” 1990. Web. 04 Jun 2020.

Vancouver:

El-Adas KM. Linear and nonlinear buckling analysis via ABAQUS. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/40767.

Council of Science Editors:

El-Adas KM. Linear and nonlinear buckling analysis via ABAQUS. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/40767


Virginia Tech

14. Kumar, Nadella Navin. Evaluation of ISDS software.

Degree: MS, Civil Engineering, 1991, Virginia Tech

  When we compare the results of the analyses from ISDS and FAP, we fmd that the results compare very well, with almost negligible percentage… (more)

Subjects/Keywords: Structural design; LD5655.V851 1991.K852

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APA (6th Edition):

Kumar, N. N. (1991). Evaluation of ISDS software. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40782

Chicago Manual of Style (16th Edition):

Kumar, Nadella Navin. “Evaluation of ISDS software.” 1991. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/40782.

MLA Handbook (7th Edition):

Kumar, Nadella Navin. “Evaluation of ISDS software.” 1991. Web. 04 Jun 2020.

Vancouver:

Kumar NN. Evaluation of ISDS software. [Internet] [Masters thesis]. Virginia Tech; 1991. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/40782.

Council of Science Editors:

Kumar NN. Evaluation of ISDS software. [Masters Thesis]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/40782


Virginia Tech

15. Madutujuh, Nathan. Geometrically nonlinear analysis of plane trusses and plane frames.

Degree: MS, Civil Engineering, 1991, Virginia Tech

  The results of this work are the closed-form expressions for the tangent and secant stiffness matrices of the 3-node Mindlin frame element. From the… (more)

Subjects/Keywords: Structural frames; LD5655.V851 1991.M358

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APA (6th Edition):

Madutujuh, N. (1991). Geometrically nonlinear analysis of plane trusses and plane frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40785

Chicago Manual of Style (16th Edition):

Madutujuh, Nathan. “Geometrically nonlinear analysis of plane trusses and plane frames.” 1991. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/40785.

MLA Handbook (7th Edition):

Madutujuh, Nathan. “Geometrically nonlinear analysis of plane trusses and plane frames.” 1991. Web. 04 Jun 2020.

Vancouver:

Madutujuh N. Geometrically nonlinear analysis of plane trusses and plane frames. [Internet] [Masters thesis]. Virginia Tech; 1991. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/40785.

Council of Science Editors:

Madutujuh N. Geometrically nonlinear analysis of plane trusses and plane frames. [Masters Thesis]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/40785


Virginia Tech

16. Broyles, Donald L. Triax dome modeling with I-DEAS 4.1.

Degree: MS, Civil Engineering, 1990, Virginia Tech

 With the increasing need for large columnless structures in today's society, glued-laminated Triax domes are being designed and built. Even though many have already been… (more)

Subjects/Keywords: Domes; LD5655.V855 1990.B768

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APA (6th Edition):

Broyles, D. L. (1990). Triax dome modeling with I-DEAS 4.1. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41383

Chicago Manual of Style (16th Edition):

Broyles, Donald L. “Triax dome modeling with I-DEAS 4.1.” 1990. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/41383.

MLA Handbook (7th Edition):

Broyles, Donald L. “Triax dome modeling with I-DEAS 4.1.” 1990. Web. 04 Jun 2020.

Vancouver:

Broyles DL. Triax dome modeling with I-DEAS 4.1. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/41383.

Council of Science Editors:

Broyles DL. Triax dome modeling with I-DEAS 4.1. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/41383


Virginia Tech

17. Banerjee, Gautam. Classification of end plate connections with application to gable frames.

Degree: MS, Civil Engineering, 1990, Virginia Tech

 In this study, connection classification system is developed on the basis of previous classifications. Further, flexible connections are modeled by matrix displacement method. The effect… (more)

Subjects/Keywords: Building; Iron and steel.; LD5655.V855 1990.B363

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APA (6th Edition):

Banerjee, G. (1990). Classification of end plate connections with application to gable frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41460

Chicago Manual of Style (16th Edition):

Banerjee, Gautam. “Classification of end plate connections with application to gable frames.” 1990. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/41460.

MLA Handbook (7th Edition):

Banerjee, Gautam. “Classification of end plate connections with application to gable frames.” 1990. Web. 04 Jun 2020.

Vancouver:

Banerjee G. Classification of end plate connections with application to gable frames. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/41460.

Council of Science Editors:

Banerjee G. Classification of end plate connections with application to gable frames. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/41460


Virginia Tech

18. HagenBurger, William C. Feasibility of open web rafters constructed of single angles.

Degree: MS, Civil Engineering, 1990, Virginia Tech

  The purpose of the research reported here was to determine if single angles can be used for chord and web members in lightweight steel… (more)

Subjects/Keywords: Steel I-beams; LD5655.V855 1990.H333

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APA (6th Edition):

HagenBurger, W. C. (1990). Feasibility of open web rafters constructed of single angles. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42069

Chicago Manual of Style (16th Edition):

HagenBurger, William C. “Feasibility of open web rafters constructed of single angles.” 1990. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/42069.

MLA Handbook (7th Edition):

HagenBurger, William C. “Feasibility of open web rafters constructed of single angles.” 1990. Web. 04 Jun 2020.

Vancouver:

HagenBurger WC. Feasibility of open web rafters constructed of single angles. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/42069.

Council of Science Editors:

HagenBurger WC. Feasibility of open web rafters constructed of single angles. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/42069


Virginia Tech

19. Cheng, Ching-Chuan. Prediction of snap-through instability under harmonic excitation.

Degree: MS, Civil Engineering, 1990, Virginia Tech

see document Advisors/Committee Members: Plaut, Raymond H. (committeechair), Holzer, Siegfried M. (committee member), Rojiani, Kamal B. (committee member).

Subjects/Keywords: Harmonic oscillators; LD5655.V855 1990.C447

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APA (6th Edition):

Cheng, C. (1990). Prediction of snap-through instability under harmonic excitation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42077

Chicago Manual of Style (16th Edition):

Cheng, Ching-Chuan. “Prediction of snap-through instability under harmonic excitation.” 1990. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/42077.

MLA Handbook (7th Edition):

Cheng, Ching-Chuan. “Prediction of snap-through instability under harmonic excitation.” 1990. Web. 04 Jun 2020.

Vancouver:

Cheng C. Prediction of snap-through instability under harmonic excitation. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/42077.

Council of Science Editors:

Cheng C. Prediction of snap-through instability under harmonic excitation. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/42077


Virginia Tech

20. Bond, Brian H. Development of tension and compression creep models for wood using the time-temperature superposition principle.

Degree: MS, Wood Science and Forest Products, 1993, Virginia Tech

 To date there are no long-term creep models or practical methods to investigate the effect of creep on the safety and serviceability of modem wood… (more)

Subjects/Keywords: Wood; LD5655.V855 1993.B662

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APA (6th Edition):

Bond, B. H. (1993). Development of tension and compression creep models for wood using the time-temperature superposition principle. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45366

Chicago Manual of Style (16th Edition):

Bond, Brian H. “Development of tension and compression creep models for wood using the time-temperature superposition principle.” 1993. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/45366.

MLA Handbook (7th Edition):

Bond, Brian H. “Development of tension and compression creep models for wood using the time-temperature superposition principle.” 1993. Web. 04 Jun 2020.

Vancouver:

Bond BH. Development of tension and compression creep models for wood using the time-temperature superposition principle. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/45366.

Council of Science Editors:

Bond BH. Development of tension and compression creep models for wood using the time-temperature superposition principle. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/45366


Virginia Tech

21. Abou-Rayan, Ashraf M. A study of full displacement design of frame structures using displacement sensitivity analysis.

Degree: MS, Civil Engineering, 1985, Virginia Tech

  The intent of this study is to develop an algorithm for structural design based on allowable displacements for structural members, independent of stresses caused… (more)

Subjects/Keywords: Structural analysis (Engineering); LD5655.V855 1985.A268

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APA (6th Edition):

Abou-Rayan, A. M. (1985). A study of full displacement design of frame structures using displacement sensitivity analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45557

Chicago Manual of Style (16th Edition):

Abou-Rayan, Ashraf M. “A study of full displacement design of frame structures using displacement sensitivity analysis.” 1985. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/45557.

MLA Handbook (7th Edition):

Abou-Rayan, Ashraf M. “A study of full displacement design of frame structures using displacement sensitivity analysis.” 1985. Web. 04 Jun 2020.

Vancouver:

Abou-Rayan AM. A study of full displacement design of frame structures using displacement sensitivity analysis. [Internet] [Masters thesis]. Virginia Tech; 1985. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/45557.

Council of Science Editors:

Abou-Rayan AM. A study of full displacement design of frame structures using displacement sensitivity analysis. [Masters Thesis]. Virginia Tech; 1985. Available from: http://hdl.handle.net/10919/45557


Virginia Tech

22. Uliana, David A. The effects of earthquake excitations on reticulated domes.

Degree: MS, Civil Engineering, 1985, Virginia Tech

  Comparisons were made on the behavior of two full-sized reticulated domes subjected to uniform static loads only and uniform static loads with earthquake excitations.… (more)

Subjects/Keywords: Structural stability; LD5655.V855 1985.U442

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APA (6th Edition):

Uliana, D. A. (1985). The effects of earthquake excitations on reticulated domes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45667

Chicago Manual of Style (16th Edition):

Uliana, David A. “The effects of earthquake excitations on reticulated domes.” 1985. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/45667.

MLA Handbook (7th Edition):

Uliana, David A. “The effects of earthquake excitations on reticulated domes.” 1985. Web. 04 Jun 2020.

Vancouver:

Uliana DA. The effects of earthquake excitations on reticulated domes. [Internet] [Masters thesis]. Virginia Tech; 1985. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/45667.

Council of Science Editors:

Uliana DA. The effects of earthquake excitations on reticulated domes. [Masters Thesis]. Virginia Tech; 1985. Available from: http://hdl.handle.net/10919/45667


Virginia Tech

23. Leeuwrik, Maarten James. Nonlinear vibration analysis of inflatable dams.

Degree: MS, Civil Engineering, 1987, Virginia Tech

  In recent years the use of inflatable dams has become more widespread throughout the world. Various people have done studies on the shape and… (more)

Subjects/Keywords: Nonlinear functional analysis; LD5655.V855 1987.L438

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APA (6th Edition):

Leeuwrik, M. J. (1987). Nonlinear vibration analysis of inflatable dams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45786

Chicago Manual of Style (16th Edition):

Leeuwrik, Maarten James. “Nonlinear vibration analysis of inflatable dams.” 1987. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/45786.

MLA Handbook (7th Edition):

Leeuwrik, Maarten James. “Nonlinear vibration analysis of inflatable dams.” 1987. Web. 04 Jun 2020.

Vancouver:

Leeuwrik MJ. Nonlinear vibration analysis of inflatable dams. [Internet] [Masters thesis]. Virginia Tech; 1987. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/45786.

Council of Science Editors:

Leeuwrik MJ. Nonlinear vibration analysis of inflatable dams. [Masters Thesis]. Virginia Tech; 1987. Available from: http://hdl.handle.net/10919/45786


Virginia Tech

24. Carballo, Manuel. Strength of z-purlin supported standing seam roof systems under gravity loading.

Degree: MS, Civil Engineering, 1989, Virginia Tech

  The objective of the Standing Seam Roof Systems Research Project at the Virginia Polytechnic Institute and State University is to develop a design procedure… (more)

Subjects/Keywords: Roofing - Iron and steel; LD5655.V855 1989.C372

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APA (6th Edition):

Carballo, M. (1989). Strength of z-purlin supported standing seam roof systems under gravity loading. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45952

Chicago Manual of Style (16th Edition):

Carballo, Manuel. “Strength of z-purlin supported standing seam roof systems under gravity loading.” 1989. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/45952.

MLA Handbook (7th Edition):

Carballo, Manuel. “Strength of z-purlin supported standing seam roof systems under gravity loading.” 1989. Web. 04 Jun 2020.

Vancouver:

Carballo M. Strength of z-purlin supported standing seam roof systems under gravity loading. [Internet] [Masters thesis]. Virginia Tech; 1989. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/45952.

Council of Science Editors:

Carballo M. Strength of z-purlin supported standing seam roof systems under gravity loading. [Masters Thesis]. Virginia Tech; 1989. Available from: http://hdl.handle.net/10919/45952


Virginia Tech

25. Gonzalez, Lisa. Investigation of the shear lag coefficient for welded tension members.

Degree: MS, Civil Engineering, 1989, Virginia Tech

  Shear lag is a non-uniform distribution of stress resulting when all cross sectional elements are not directly connected. This phenomenon renders the cross section… (more)

Subjects/Keywords: Strains and stresses; LD5655.V855 1989.G673

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APA (6th Edition):

Gonzalez, L. (1989). Investigation of the shear lag coefficient for welded tension members. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45973

Chicago Manual of Style (16th Edition):

Gonzalez, Lisa. “Investigation of the shear lag coefficient for welded tension members.” 1989. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/45973.

MLA Handbook (7th Edition):

Gonzalez, Lisa. “Investigation of the shear lag coefficient for welded tension members.” 1989. Web. 04 Jun 2020.

Vancouver:

Gonzalez L. Investigation of the shear lag coefficient for welded tension members. [Internet] [Masters thesis]. Virginia Tech; 1989. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/45973.

Council of Science Editors:

Gonzalez L. Investigation of the shear lag coefficient for welded tension members. [Masters Thesis]. Virginia Tech; 1989. Available from: http://hdl.handle.net/10919/45973


Virginia Tech

26. Andruet, Raul Horacio. Behavior of a cracked shaft during passage through a critical speed.

Degree: MS, Civil Engineering, 1991, Virginia Tech

  The detection of cracks in structural components and the evaluation of their sizes without the need of removing them from the machine in which… (more)

Subjects/Keywords: Cranks and crankshafts; LD5655.V855 1991.A647

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APA (6th Edition):

Andruet, R. H. (1991). Behavior of a cracked shaft during passage through a critical speed. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45985

Chicago Manual of Style (16th Edition):

Andruet, Raul Horacio. “Behavior of a cracked shaft during passage through a critical speed.” 1991. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/45985.

MLA Handbook (7th Edition):

Andruet, Raul Horacio. “Behavior of a cracked shaft during passage through a critical speed.” 1991. Web. 04 Jun 2020.

Vancouver:

Andruet RH. Behavior of a cracked shaft during passage through a critical speed. [Internet] [Masters thesis]. Virginia Tech; 1991. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/45985.

Council of Science Editors:

Andruet RH. Behavior of a cracked shaft during passage through a critical speed. [Masters Thesis]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/45985


Virginia Tech

27. Abel, Mary Sue M. Four-bolt extended unstiffened moment end-plate connections.

Degree: MS, Civil Engineering, 1993, Virginia Tech

  Design procedures for moment end-plate connections, which include prying action effects, have been verified for five end-plate configurations. The design procedures include the use… (more)

Subjects/Keywords: Plates (Engineering); LD5655.V855 1993.A245

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APA (6th Edition):

Abel, M. S. M. (1993). Four-bolt extended unstiffened moment end-plate connections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46011

Chicago Manual of Style (16th Edition):

Abel, Mary Sue M. “Four-bolt extended unstiffened moment end-plate connections.” 1993. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/46011.

MLA Handbook (7th Edition):

Abel, Mary Sue M. “Four-bolt extended unstiffened moment end-plate connections.” 1993. Web. 04 Jun 2020.

Vancouver:

Abel MSM. Four-bolt extended unstiffened moment end-plate connections. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/46011.

Council of Science Editors:

Abel MSM. Four-bolt extended unstiffened moment end-plate connections. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/46011


Virginia Tech

28. Divecha, Dharmesh R. Evaluation of accuracy and reliability of structural analysis and steel design software.

Degree: MS, Civil Engineering, 1994, Virginia Tech

see document Advisors/Committee Members: Rojiani, Kamal B. (committeechair), Easterling, William Samuel (committee member), Holzer, Siegfried M. (committee member).

Subjects/Keywords: Structural design; LD5655.V855 1994.D584

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APA (6th Edition):

Divecha, D. R. (1994). Evaluation of accuracy and reliability of structural analysis and steel design software. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46110

Chicago Manual of Style (16th Edition):

Divecha, Dharmesh R. “Evaluation of accuracy and reliability of structural analysis and steel design software.” 1994. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/46110.

MLA Handbook (7th Edition):

Divecha, Dharmesh R. “Evaluation of accuracy and reliability of structural analysis and steel design software.” 1994. Web. 04 Jun 2020.

Vancouver:

Divecha DR. Evaluation of accuracy and reliability of structural analysis and steel design software. [Internet] [Masters thesis]. Virginia Tech; 1994. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/46110.

Council of Science Editors:

Divecha DR. Evaluation of accuracy and reliability of structural analysis and steel design software. [Masters Thesis]. Virginia Tech; 1994. Available from: http://hdl.handle.net/10919/46110


Virginia Tech

29. Zhou, Qing. Combined linear/nonlinear stability analysis of plane and space frames.

Degree: MS, Civil Engineering, 1993, Virginia Tech

 The objective of this study is to apply the combined linear buckling and nonlinear analysis to the stability investigations of the plane and space frame… (more)

Subjects/Keywords: Structural stability; LD5655.V855 1993.Z564

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APA (6th Edition):

Zhou, Q. (1993). Combined linear/nonlinear stability analysis of plane and space frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/43669

Chicago Manual of Style (16th Edition):

Zhou, Qing. “Combined linear/nonlinear stability analysis of plane and space frames.” 1993. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/43669.

MLA Handbook (7th Edition):

Zhou, Qing. “Combined linear/nonlinear stability analysis of plane and space frames.” 1993. Web. 04 Jun 2020.

Vancouver:

Zhou Q. Combined linear/nonlinear stability analysis of plane and space frames. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/43669.

Council of Science Editors:

Zhou Q. Combined linear/nonlinear stability analysis of plane and space frames. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/43669


Virginia Tech

30. Kulkarni, Ajay B. Object oriented programming for reinforced concrete design.

Degree: MS, Civil Engineering, 1993, Virginia Tech

  The use of the object oriented programming approach in developing applications for the analysis and design of reinforced concrete structures is discussed. Two object… (more)

Subjects/Keywords: Object-oriented programming (Computer science); LD5655.V855 1993.K855

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APA (6th Edition):

Kulkarni, A. B. (1993). Object oriented programming for reinforced concrete design. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/43983

Chicago Manual of Style (16th Edition):

Kulkarni, Ajay B. “Object oriented programming for reinforced concrete design.” 1993. Masters Thesis, Virginia Tech. Accessed June 04, 2020. http://hdl.handle.net/10919/43983.

MLA Handbook (7th Edition):

Kulkarni, Ajay B. “Object oriented programming for reinforced concrete design.” 1993. Web. 04 Jun 2020.

Vancouver:

Kulkarni AB. Object oriented programming for reinforced concrete design. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jun 04]. Available from: http://hdl.handle.net/10919/43983.

Council of Science Editors:

Kulkarni AB. Object oriented programming for reinforced concrete design. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/43983

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