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You searched for +publisher:"Texas A&M University" +contributor:("Haque, Mohammed"). Showing records 1 – 30 of 34 total matches.

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Texas A&M University

1. Petersen-Gauthier, Joel. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.

Degree: MS, Civil Engineering, 2013, Texas A&M University

 Transverse load distribution behavior amongst bridge girders is influenced by many parameters including girder material properties, spacing, skew, deck design, and stiffening element interactions. In… (more)

Subjects/Keywords: Load Distribution Factors; Grillage; Slab Beam; Box Beam; Bridge Modeling

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APA (6th Edition):

Petersen-Gauthier, J. (2013). Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151393

Chicago Manual of Style (16th Edition):

Petersen-Gauthier, Joel. “Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.” 2013. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/151393.

MLA Handbook (7th Edition):

Petersen-Gauthier, Joel. “Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.” 2013. Web. 15 Apr 2021.

Vancouver:

Petersen-Gauthier J. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/151393.

Council of Science Editors:

Petersen-Gauthier J. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151393


Texas A&M University

2. Jori, Swapnil Shriram. Glass as a Building Element – A Sustainable Approach: A Study of an Existing Academic Building.

Degree: MS, Construction Management, 2011, Texas A&M University

 In the aspects of global sustainability, buildings are known to be one of the largest energy consumers. Though sustainable building construction through technological advances is… (more)

Subjects/Keywords: Glass; Building Energy Consumption; Carbon Dioxide emission; Solar heat gain; Orientation

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APA (6th Edition):

Jori, S. S. (2011). Glass as a Building Element – A Sustainable Approach: A Study of an Existing Academic Building. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8932

Chicago Manual of Style (16th Edition):

Jori, Swapnil Shriram. “Glass as a Building Element – A Sustainable Approach: A Study of an Existing Academic Building.” 2011. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8932.

MLA Handbook (7th Edition):

Jori, Swapnil Shriram. “Glass as a Building Element – A Sustainable Approach: A Study of an Existing Academic Building.” 2011. Web. 15 Apr 2021.

Vancouver:

Jori SS. Glass as a Building Element – A Sustainable Approach: A Study of an Existing Academic Building. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8932.

Council of Science Editors:

Jori SS. Glass as a Building Element – A Sustainable Approach: A Study of an Existing Academic Building. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8932


Texas A&M University

3. Jones, Casey Ryan. Non-Destructive Evaluation of Stay Cable Bridge Systems.

Degree: MS, Civil Engineering, 2015, Texas A&M University

 Stay cable bridge systems have been used for centuries and as engineering knowledge and new materials has developed, these bridges have become larger, more elegant,… (more)

Subjects/Keywords: Stay-cable; bridge; inspection; non-destructive evaluation; external tendon

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APA (6th Edition):

Jones, C. R. (2015). Non-Destructive Evaluation of Stay Cable Bridge Systems. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/187473

Chicago Manual of Style (16th Edition):

Jones, Casey Ryan. “Non-Destructive Evaluation of Stay Cable Bridge Systems.” 2015. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/187473.

MLA Handbook (7th Edition):

Jones, Casey Ryan. “Non-Destructive Evaluation of Stay Cable Bridge Systems.” 2015. Web. 15 Apr 2021.

Vancouver:

Jones CR. Non-Destructive Evaluation of Stay Cable Bridge Systems. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/187473.

Council of Science Editors:

Jones CR. Non-Destructive Evaluation of Stay Cable Bridge Systems. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/187473


Texas A&M University

4. Barooah, Usha Rani. The Flexural Design of Pretensioned Bent Caps.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 The use of pretensioned bent caps has brought the opportunity to utilize the advantages of accelerated construction and increased worker safety. At the same time… (more)

Subjects/Keywords: pretensioned; bent cap

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APA (6th Edition):

Barooah, U. R. (2016). The Flexural Design of Pretensioned Bent Caps. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/187340

Chicago Manual of Style (16th Edition):

Barooah, Usha Rani. “The Flexural Design of Pretensioned Bent Caps.” 2016. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/187340.

MLA Handbook (7th Edition):

Barooah, Usha Rani. “The Flexural Design of Pretensioned Bent Caps.” 2016. Web. 15 Apr 2021.

Vancouver:

Barooah UR. The Flexural Design of Pretensioned Bent Caps. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/187340.

Council of Science Editors:

Barooah UR. The Flexural Design of Pretensioned Bent Caps. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/187340


Texas A&M University

5. Arora, Parth. Macroeconomic Study of Construction Firm's Profitability Using Cluster Analysis.

Degree: MS, Construction Management, 2012, Texas A&M University

 This research aims to identify important factors contributing to a construction firm's profitability and to develop a prediction model which would help in determining the… (more)

Subjects/Keywords: Gross Margin; Labor Productivity; Construction Industry; State-wise analysis; Cluster analysis; Prediction model

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APA (6th Edition):

Arora, P. (2012). Macroeconomic Study of Construction Firm's Profitability Using Cluster Analysis. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11728

Chicago Manual of Style (16th Edition):

Arora, Parth. “Macroeconomic Study of Construction Firm's Profitability Using Cluster Analysis.” 2012. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11728.

MLA Handbook (7th Edition):

Arora, Parth. “Macroeconomic Study of Construction Firm's Profitability Using Cluster Analysis.” 2012. Web. 15 Apr 2021.

Vancouver:

Arora P. Macroeconomic Study of Construction Firm's Profitability Using Cluster Analysis. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11728.

Council of Science Editors:

Arora P. Macroeconomic Study of Construction Firm's Profitability Using Cluster Analysis. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11728


Texas A&M University

6. Parkar, Anagha 1984-. Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project.

Degree: MS, Civil Engineering, 2011, Texas A&M University

 The growth of freight transportation within the United States and across borders is tremendous, and it is expected to double over the next decade. The… (more)

Subjects/Keywords: concrete; prestressed; precast; multimodal; freight

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APA (6th Edition):

Parkar, A. 1. (2011). Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/150929

Chicago Manual of Style (16th Edition):

Parkar, Anagha 1984-. “Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project.” 2011. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/150929.

MLA Handbook (7th Edition):

Parkar, Anagha 1984-. “Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project.” 2011. Web. 15 Apr 2021.

Vancouver:

Parkar A1. Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/150929.

Council of Science Editors:

Parkar A1. Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/150929


Texas A&M University

7. Pillay Thulaseedharan, Nandhu. Impact of Truck Platooning on Texas Bridges.

Degree: MS, Civil Engineering, 2020, Texas A&M University

 United States trucking industry has an annual revenue output of $725 billion and is expected to grow by over 40 percent by 2045. The biggest… (more)

Subjects/Keywords: Bridges; Structural Engineering; Transportation; Platoons; Automation; TxDOT; Truck Platoon

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APA (6th Edition):

Pillay Thulaseedharan, N. (2020). Impact of Truck Platooning on Texas Bridges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/191819

Chicago Manual of Style (16th Edition):

Pillay Thulaseedharan, Nandhu. “Impact of Truck Platooning on Texas Bridges.” 2020. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/191819.

MLA Handbook (7th Edition):

Pillay Thulaseedharan, Nandhu. “Impact of Truck Platooning on Texas Bridges.” 2020. Web. 15 Apr 2021.

Vancouver:

Pillay Thulaseedharan N. Impact of Truck Platooning on Texas Bridges. [Internet] [Masters thesis]. Texas A&M University; 2020. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/191819.

Council of Science Editors:

Pillay Thulaseedharan N. Impact of Truck Platooning on Texas Bridges. [Masters Thesis]. Texas A&M University; 2020. Available from: http://hdl.handle.net/1969.1/191819


Texas A&M University

8. Parchure, Akshay. Design of Continuous Prestressed Concrete Spliced Girder Bridges.

Degree: MS, Civil Engineering, 2013, Texas A&M University

 Traditionally, prestressed concrete girder bridges are limited to 150 ft span lengths in Texas due to restrictions on handling and transportation. An effective way of… (more)

Subjects/Keywords: Bridge; Structures

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APA (6th Edition):

Parchure, A. (2013). Design of Continuous Prestressed Concrete Spliced Girder Bridges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151369

Chicago Manual of Style (16th Edition):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/151369.

MLA Handbook (7th Edition):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Web. 15 Apr 2021.

Vancouver:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/151369.

Council of Science Editors:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151369


Texas A&M University

9. McKee, Codi David. Analysis of Experimental Behavior of Pretensioned Concrete Bent Caps Using Motion Capture Systems.

Degree: MS, Civil Engineering, 2018, Texas A&M University

 Precast, pretensioned concrete (PSC) bent caps allow for accelerated bridge construction while reducing, or eliminating, cracks typically seen in reinforced concrete (RC) bent caps. When… (more)

Subjects/Keywords: pretressed concrete; pretensioned concrete; bent cap; interior void; motion capture system

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APA (6th Edition):

McKee, C. D. (2018). Analysis of Experimental Behavior of Pretensioned Concrete Bent Caps Using Motion Capture Systems. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173622

Chicago Manual of Style (16th Edition):

McKee, Codi David. “Analysis of Experimental Behavior of Pretensioned Concrete Bent Caps Using Motion Capture Systems.” 2018. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/173622.

MLA Handbook (7th Edition):

McKee, Codi David. “Analysis of Experimental Behavior of Pretensioned Concrete Bent Caps Using Motion Capture Systems.” 2018. Web. 15 Apr 2021.

Vancouver:

McKee CD. Analysis of Experimental Behavior of Pretensioned Concrete Bent Caps Using Motion Capture Systems. [Internet] [Masters thesis]. Texas A&M University; 2018. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/173622.

Council of Science Editors:

McKee CD. Analysis of Experimental Behavior of Pretensioned Concrete Bent Caps Using Motion Capture Systems. [Masters Thesis]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173622


Texas A&M University

10. Ahmed, Jubair. Methods for Identifying Best-Value Bid for Performance-based Maintenance Contracts.

Degree: MS, Civil Engineering, 2011, Texas A&M University

 Performance-based contracting (PBC) for roadway maintenance is relatively new among various alternative contracting options available at present and is increasingly drawing more attention from state… (more)

Subjects/Keywords: performance-based; best-value; bid; Highway; maintenance; contract

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APA (6th Edition):

Ahmed, J. (2011). Methods for Identifying Best-Value Bid for Performance-based Maintenance Contracts. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8605

Chicago Manual of Style (16th Edition):

Ahmed, Jubair. “Methods for Identifying Best-Value Bid for Performance-based Maintenance Contracts.” 2011. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8605.

MLA Handbook (7th Edition):

Ahmed, Jubair. “Methods for Identifying Best-Value Bid for Performance-based Maintenance Contracts.” 2011. Web. 15 Apr 2021.

Vancouver:

Ahmed J. Methods for Identifying Best-Value Bid for Performance-based Maintenance Contracts. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8605.

Council of Science Editors:

Ahmed J. Methods for Identifying Best-Value Bid for Performance-based Maintenance Contracts. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8605


Texas A&M University

11. Geiger, Brian James. The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt.

Degree: MS, Civil Engineering, 2011, Texas A&M University

 The effects of using alkali-silica reaction (ASR) affected recycled concrete aggregate (ASR-RCA) in hot mix asphalt (HMA) were investigated in this study. Dilatometer and modified… (more)

Subjects/Keywords: Alkali-Silica Reaction; Recycled Concrete Aggregate; Hot Mix Asphalt; Dilatometer

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APA (6th Edition):

Geiger, B. J. (2011). The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504

Chicago Manual of Style (16th Edition):

Geiger, Brian James. “The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt.” 2011. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504.

MLA Handbook (7th Edition):

Geiger, Brian James. “The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt.” 2011. Web. 15 Apr 2021.

Vancouver:

Geiger BJ. The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504.

Council of Science Editors:

Geiger BJ. The Effects of Using Alkali-Silica Reaction Affected Recycled Concrete Aggregate in Hot Mix Asphalt. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8504


Texas A&M University

12. Yasmin, Farhana. The Impact of View and Accessibility Amenities on High-Rise Residential Properties in the City of Dhaka: A Hedonic Pricing Model.

Degree: MS, Construction Management, 2017, Texas A&M University

 The value of residential properties apparently depends on a number of variables such as the size of the property, number of rooms, types of construction… (more)

Subjects/Keywords: High-rise residential properties; hedonic pricing method; view amenity; accessibility or location variable

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APA (6th Edition):

Yasmin, F. (2017). The Impact of View and Accessibility Amenities on High-Rise Residential Properties in the City of Dhaka: A Hedonic Pricing Model. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/165802

Chicago Manual of Style (16th Edition):

Yasmin, Farhana. “The Impact of View and Accessibility Amenities on High-Rise Residential Properties in the City of Dhaka: A Hedonic Pricing Model.” 2017. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/165802.

MLA Handbook (7th Edition):

Yasmin, Farhana. “The Impact of View and Accessibility Amenities on High-Rise Residential Properties in the City of Dhaka: A Hedonic Pricing Model.” 2017. Web. 15 Apr 2021.

Vancouver:

Yasmin F. The Impact of View and Accessibility Amenities on High-Rise Residential Properties in the City of Dhaka: A Hedonic Pricing Model. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/165802.

Council of Science Editors:

Yasmin F. The Impact of View and Accessibility Amenities on High-Rise Residential Properties in the City of Dhaka: A Hedonic Pricing Model. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/165802


Texas A&M University

13. Ryu, Kyeong Rok. Quantitative Analysis on Schedule, Cost, and Contingency: Performance Implications of Innovative Contracting Strategies.

Degree: PhD, Architecture, 2018, Texas A&M University

 Current plans to invest over $1.7 trillion on U.S. infrastructure will result in rehabilitation of one-fifth of the U.S. highway systems over the next ten… (more)

Subjects/Keywords: Project Delivery Methods; Contracting Strategies; Project Performance; Contingency; Highway; Renewal

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APA (6th Edition):

Ryu, K. R. (2018). Quantitative Analysis on Schedule, Cost, and Contingency: Performance Implications of Innovative Contracting Strategies. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/174138

Chicago Manual of Style (16th Edition):

Ryu, Kyeong Rok. “Quantitative Analysis on Schedule, Cost, and Contingency: Performance Implications of Innovative Contracting Strategies.” 2018. Doctoral Dissertation, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/174138.

MLA Handbook (7th Edition):

Ryu, Kyeong Rok. “Quantitative Analysis on Schedule, Cost, and Contingency: Performance Implications of Innovative Contracting Strategies.” 2018. Web. 15 Apr 2021.

Vancouver:

Ryu KR. Quantitative Analysis on Schedule, Cost, and Contingency: Performance Implications of Innovative Contracting Strategies. [Internet] [Doctoral dissertation]. Texas A&M University; 2018. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/174138.

Council of Science Editors:

Ryu KR. Quantitative Analysis on Schedule, Cost, and Contingency: Performance Implications of Innovative Contracting Strategies. [Doctoral Dissertation]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/174138


Texas A&M University

14. Prouty, Jennifer. Sustainable and Durable Infrastructure with Advanced Construction Materials.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 Two experimental prestressed concrete bridge girder projects focus on the use of advanced materials including Aramid fiber reinforced polymers (AFRP) bars and self-consolidating concrete (SCC).… (more)

Subjects/Keywords: self-consolidating concrete

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APA (6th Edition):

Prouty, J. (2014). Sustainable and Durable Infrastructure with Advanced Construction Materials. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153614

Chicago Manual of Style (16th Edition):

Prouty, Jennifer. “Sustainable and Durable Infrastructure with Advanced Construction Materials.” 2014. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/153614.

MLA Handbook (7th Edition):

Prouty, Jennifer. “Sustainable and Durable Infrastructure with Advanced Construction Materials.” 2014. Web. 15 Apr 2021.

Vancouver:

Prouty J. Sustainable and Durable Infrastructure with Advanced Construction Materials. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/153614.

Council of Science Editors:

Prouty J. Sustainable and Durable Infrastructure with Advanced Construction Materials. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153614


Texas A&M University

15. Jimoh, Moruf Ajide. Meta-Analysis of Design-Bid-Build (DBB), Competitive Sealed Proposal (CSP), Design-Build (DB), and Construction Manager at Risk (CMR) Regarding Selected Performance Metrics.

Degree: MS, Construction Management, 2014, Texas A&M University

 The need for a one size fits all type of project delivery system still persists within the architecture, engineering, and construction (AEC) industry. However, owners… (more)

Subjects/Keywords: Project Delivery Systems; Performance metrics; Benefits; Meta-Analysis

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APA (6th Edition):

Jimoh, M. A. (2014). Meta-Analysis of Design-Bid-Build (DBB), Competitive Sealed Proposal (CSP), Design-Build (DB), and Construction Manager at Risk (CMR) Regarding Selected Performance Metrics. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154109

Chicago Manual of Style (16th Edition):

Jimoh, Moruf Ajide. “Meta-Analysis of Design-Bid-Build (DBB), Competitive Sealed Proposal (CSP), Design-Build (DB), and Construction Manager at Risk (CMR) Regarding Selected Performance Metrics.” 2014. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/154109.

MLA Handbook (7th Edition):

Jimoh, Moruf Ajide. “Meta-Analysis of Design-Bid-Build (DBB), Competitive Sealed Proposal (CSP), Design-Build (DB), and Construction Manager at Risk (CMR) Regarding Selected Performance Metrics.” 2014. Web. 15 Apr 2021.

Vancouver:

Jimoh MA. Meta-Analysis of Design-Bid-Build (DBB), Competitive Sealed Proposal (CSP), Design-Build (DB), and Construction Manager at Risk (CMR) Regarding Selected Performance Metrics. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/154109.

Council of Science Editors:

Jimoh MA. Meta-Analysis of Design-Bid-Build (DBB), Competitive Sealed Proposal (CSP), Design-Build (DB), and Construction Manager at Risk (CMR) Regarding Selected Performance Metrics. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154109


Texas A&M University

16. Terzioglu, Tevfik. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 The Texas Department of Transportation (TxDOT) uses precast prestressed concrete slab beam bridges in a side-by-side configuration for short span bridges in low clearance areas.… (more)

Subjects/Keywords: Precast Prestressed Concrete; Bridge Girders; Spread Slab Beams; Load Distribution Factors

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APA (6th Edition):

Terzioglu, T. (2015). Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156387

Chicago Manual of Style (16th Edition):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Doctoral Dissertation, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/156387.

MLA Handbook (7th Edition):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Web. 15 Apr 2021.

Vancouver:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/156387.

Council of Science Editors:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156387


Texas A&M University

17. Fatima, Amreen. APPLICATION OF PLASTIC THEORIES ANALYSIS OF FRACTURE CRITICAL STEEL TWIN-TUB GIRDER BRIDGES.

Degree: MS, Civil Engineering, 2018, Texas A&M University

 Plastic theories of limit analyses are effective tools to estimate the true collapse load of a structure since the load carrying capacity is not underestimated… (more)

Subjects/Keywords: plastic theory; yield line; strip method; fracture critical; twin-tub girder; bridge

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APA (6th Edition):

Fatima, A. (2018). APPLICATION OF PLASTIC THEORIES ANALYSIS OF FRACTURE CRITICAL STEEL TWIN-TUB GIRDER BRIDGES. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/174618

Chicago Manual of Style (16th Edition):

Fatima, Amreen. “APPLICATION OF PLASTIC THEORIES ANALYSIS OF FRACTURE CRITICAL STEEL TWIN-TUB GIRDER BRIDGES.” 2018. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/174618.

MLA Handbook (7th Edition):

Fatima, Amreen. “APPLICATION OF PLASTIC THEORIES ANALYSIS OF FRACTURE CRITICAL STEEL TWIN-TUB GIRDER BRIDGES.” 2018. Web. 15 Apr 2021.

Vancouver:

Fatima A. APPLICATION OF PLASTIC THEORIES ANALYSIS OF FRACTURE CRITICAL STEEL TWIN-TUB GIRDER BRIDGES. [Internet] [Masters thesis]. Texas A&M University; 2018. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/174618.

Council of Science Editors:

Fatima A. APPLICATION OF PLASTIC THEORIES ANALYSIS OF FRACTURE CRITICAL STEEL TWIN-TUB GIRDER BRIDGES. [Masters Thesis]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/174618


Texas A&M University

18. Murugesan Reddiar, Madhu. Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 Severe concrete cracking and ensuing deterioration caused by ASR/DEF expansion strains in bridge piers is a major concern for state transportation officials. A dual experimental… (more)

Subjects/Keywords: Alkali Silica Reaction; Delayed Ettringite Formation; ASR/DEF Deterioration; Compatibility Strut-and-Tie Modeling; Force-deformation modeling; Reinforced Concrete

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APA (6th Edition):

Murugesan Reddiar, M. (2015). Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155382

Chicago Manual of Style (16th Edition):

Murugesan Reddiar, Madhu. “Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges.” 2015. Doctoral Dissertation, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/155382.

MLA Handbook (7th Edition):

Murugesan Reddiar, Madhu. “Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges.” 2015. Web. 15 Apr 2021.

Vancouver:

Murugesan Reddiar M. Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/155382.

Council of Science Editors:

Murugesan Reddiar M. Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155382


Texas A&M University

19. Jiang, Dongqi. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 A new class of spread slab beam bridge superstructure has recently been developed and implemented in Texas. In order to investigate its structural performance in… (more)

Subjects/Keywords: Prestressed Concrete Girder Bridge; Experiment; Analysis; Design Models

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APA (6th Edition):

Jiang, D. (2015). Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156429

Chicago Manual of Style (16th Edition):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Doctoral Dissertation, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/156429.

MLA Handbook (7th Edition):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Web. 15 Apr 2021.

Vancouver:

Jiang D. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/156429.

Council of Science Editors:

Jiang D. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156429

20. Alberson, Ryan M. Performance of Reinforced Concrete Column Lap Splices.

Degree: MS, Civil Engineering, 2010, Texas A&M University

 Cantilevered reinforced concrete columns with a lap splice of the longitudinal reinforcement near the base can induce high moment demands on the splice region when… (more)

Subjects/Keywords: Lap Splices; Concrete Columns; Alkali-Silica Reaction; Delayed Ettringite Formation; ASR; DEF; Development Length; Concrete Deterioration; Bond Degradation

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APA (6th Edition):

Alberson, R. M. (2010). Performance of Reinforced Concrete Column Lap Splices. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7068

Chicago Manual of Style (16th Edition):

Alberson, Ryan M. “Performance of Reinforced Concrete Column Lap Splices.” 2010. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7068.

MLA Handbook (7th Edition):

Alberson, Ryan M. “Performance of Reinforced Concrete Column Lap Splices.” 2010. Web. 15 Apr 2021.

Vancouver:

Alberson RM. Performance of Reinforced Concrete Column Lap Splices. [Internet] [Masters thesis]. Texas A&M University; 2010. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7068.

Council of Science Editors:

Alberson RM. Performance of Reinforced Concrete Column Lap Splices. [Masters Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7068

21. Roy, Subha Lakshmi 1982-. Design and Construction Integration of a Continuous Precast Prestressed Concrete Bridge System.

Degree: MS, Civil Engineering, 2011, Texas A&M University

 An effective, viable design solution for the elevated viaduct guideway for Universal Freight Shuttle (UFS) system championed by Texas Transportation Institute (TTI) is presented. The… (more)

Subjects/Keywords: Integration of a Continuous Precast Prestressed Concrete Bridge System; Design and Construction

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APA (6th Edition):

Roy, S. L. 1. (2011). Design and Construction Integration of a Continuous Precast Prestressed Concrete Bridge System. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/150928

Chicago Manual of Style (16th Edition):

Roy, Subha Lakshmi 1982-. “Design and Construction Integration of a Continuous Precast Prestressed Concrete Bridge System.” 2011. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/150928.

MLA Handbook (7th Edition):

Roy, Subha Lakshmi 1982-. “Design and Construction Integration of a Continuous Precast Prestressed Concrete Bridge System.” 2011. Web. 15 Apr 2021.

Vancouver:

Roy SL1. Design and Construction Integration of a Continuous Precast Prestressed Concrete Bridge System. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/150928.

Council of Science Editors:

Roy SL1. Design and Construction Integration of a Continuous Precast Prestressed Concrete Bridge System. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/150928

22. Huang, Yinghui. Building Damage, Death and Downtime Risk Attenuation in Earthquakes.

Degree: MS, Civil Engineering, 2012, Texas A&M University

 Whether it is for pre-event prevention and preparedness or for post-event response and recovery of a catastrophic earthquake, estimates of damage, death and downtime (3d)… (more)

Subjects/Keywords: earthquake; losses; scenario

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APA (6th Edition):

Huang, Y. (2012). Building Damage, Death and Downtime Risk Attenuation in Earthquakes. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11096

Chicago Manual of Style (16th Edition):

Huang, Yinghui. “Building Damage, Death and Downtime Risk Attenuation in Earthquakes.” 2012. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11096.

MLA Handbook (7th Edition):

Huang, Yinghui. “Building Damage, Death and Downtime Risk Attenuation in Earthquakes.” 2012. Web. 15 Apr 2021.

Vancouver:

Huang Y. Building Damage, Death and Downtime Risk Attenuation in Earthquakes. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11096.

Council of Science Editors:

Huang Y. Building Damage, Death and Downtime Risk Attenuation in Earthquakes. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11096

23. Zunaira, Saher. Productivity Roadmap for the Architecture/Engineering/Construction Industry.

Degree: MS, Construction Management, 2012, Texas A&M University

 The construction industry is one of the largest industries in the United States and has major influence on the nation's economy. While there is information… (more)

Subjects/Keywords: Labor Productivity; Gross Margin; Construction Industry

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APA (6th Edition):

Zunaira, S. (2012). Productivity Roadmap for the Architecture/Engineering/Construction Industry. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9464

Chicago Manual of Style (16th Edition):

Zunaira, Saher. “Productivity Roadmap for the Architecture/Engineering/Construction Industry.” 2012. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9464.

MLA Handbook (7th Edition):

Zunaira, Saher. “Productivity Roadmap for the Architecture/Engineering/Construction Industry.” 2012. Web. 15 Apr 2021.

Vancouver:

Zunaira S. Productivity Roadmap for the Architecture/Engineering/Construction Industry. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9464.

Council of Science Editors:

Zunaira S. Productivity Roadmap for the Architecture/Engineering/Construction Industry. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9464

24. Chae, Lee Seok. Questionnaire for Owners to Evaluate Contractors' Proficiency in BIM.

Degree: MS, Construction Management, 2015, Texas A&M University

 The use of Building Information Modeling (BIM) has been burgeoning in the construction industry because of its various advantages, which include the reduction of cost… (more)

Subjects/Keywords: BIM; Contractor's Proficiency; BIM Manual; Assessment; BIM Requirements

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APA (6th Edition):

Chae, L. S. (2015). Questionnaire for Owners to Evaluate Contractors' Proficiency in BIM. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155052

Chicago Manual of Style (16th Edition):

Chae, Lee Seok. “Questionnaire for Owners to Evaluate Contractors' Proficiency in BIM.” 2015. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/155052.

MLA Handbook (7th Edition):

Chae, Lee Seok. “Questionnaire for Owners to Evaluate Contractors' Proficiency in BIM.” 2015. Web. 15 Apr 2021.

Vancouver:

Chae LS. Questionnaire for Owners to Evaluate Contractors' Proficiency in BIM. [Internet] [Masters thesis]. Texas A&M University; 2015. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/155052.

Council of Science Editors:

Chae LS. Questionnaire for Owners to Evaluate Contractors' Proficiency in BIM. [Masters Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155052

25. Sun, Peizhi. A New Protocol for Evaluating Concrete Curing Effectiveness.

Degree: MS, Civil Engineering, 2013, Texas A&M University

 Excessive early-age concrete surface moisture evaporation causes many problems of concrete pavements, such as plastic shrinkage cracking and delamination; the use of liquid membrane-forming curing… (more)

Subjects/Keywords: Concrete; Concrete curing; Curing compounds

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APA (6th Edition):

Sun, P. (2013). A New Protocol for Evaluating Concrete Curing Effectiveness. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151295

Chicago Manual of Style (16th Edition):

Sun, Peizhi. “A New Protocol for Evaluating Concrete Curing Effectiveness.” 2013. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/151295.

MLA Handbook (7th Edition):

Sun, Peizhi. “A New Protocol for Evaluating Concrete Curing Effectiveness.” 2013. Web. 15 Apr 2021.

Vancouver:

Sun P. A New Protocol for Evaluating Concrete Curing Effectiveness. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/151295.

Council of Science Editors:

Sun P. A New Protocol for Evaluating Concrete Curing Effectiveness. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151295

26. Jang, Se Hoon. Identification of Concrete Incompatibilities Using Cement Paste Rheology.

Degree: PhD, Civil Engineering, 2010, Texas A&M University

 The complex interaction between cement and chemical/mineral admixtures in concrete mixtures sometimes leads to unpredictable concrete performance in the field which is generally defined as… (more)

Subjects/Keywords: incompatibility; cement paste; rheology; conduction calorimetry; mini slump cone; chemical admixture; mineral admixture; plastic viscosity; yield stress; heat of hydration

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APA (6th Edition):

Jang, S. H. (2010). Identification of Concrete Incompatibilities Using Cement Paste Rheology. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-349

Chicago Manual of Style (16th Edition):

Jang, Se Hoon. “Identification of Concrete Incompatibilities Using Cement Paste Rheology.” 2010. Doctoral Dissertation, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-349.

MLA Handbook (7th Edition):

Jang, Se Hoon. “Identification of Concrete Incompatibilities Using Cement Paste Rheology.” 2010. Web. 15 Apr 2021.

Vancouver:

Jang SH. Identification of Concrete Incompatibilities Using Cement Paste Rheology. [Internet] [Doctoral dissertation]. Texas A&M University; 2010. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-349.

Council of Science Editors:

Jang SH. Identification of Concrete Incompatibilities Using Cement Paste Rheology. [Doctoral Dissertation]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-349

27. Jung, Youn Su. Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers.

Degree: PhD, Civil Engineering, 2010, Texas A&M University

 Concrete pavement systems have great capacity to provide long service lives; however, if the subbase layer is improperly designed or mismanaged, service life would be… (more)

Subjects/Keywords: Erosion Testing; Erosion Modeling; Subbase Design; Concrete Pavement; Subbase; Subgrade

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APA (6th Edition):

Jung, Y. S. (2010). Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8415

Chicago Manual of Style (16th Edition):

Jung, Youn Su. “Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers.” 2010. Doctoral Dissertation, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8415.

MLA Handbook (7th Edition):

Jung, Youn Su. “Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers.” 2010. Web. 15 Apr 2021.

Vancouver:

Jung YS. Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers. [Internet] [Doctoral dissertation]. Texas A&M University; 2010. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8415.

Council of Science Editors:

Jung YS. Advancement of Erosion Testing, Modeling, and Design of Concrete Pavement Subbase Layers. [Doctoral Dissertation]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8415

28. Avelar Lezama, Ivan. Preliminary non-destructive assessment of moisture content, hydration and dielectric properties of Portland cement concrete.

Degree: MS, Civil Engineering, 2007, Texas A&M University

 Moisture availability is a focal point in the structural development of young concrete. Under low humidity and hot weather conditions, concrete loses moisture rapidly as… (more)

Subjects/Keywords: Dielectric; Moisture

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APA (6th Edition):

Avelar Lezama, I. (2007). Preliminary non-destructive assessment of moisture content, hydration and dielectric properties of Portland cement concrete. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/4739

Chicago Manual of Style (16th Edition):

Avelar Lezama, Ivan. “Preliminary non-destructive assessment of moisture content, hydration and dielectric properties of Portland cement concrete.” 2007. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/4739.

MLA Handbook (7th Edition):

Avelar Lezama, Ivan. “Preliminary non-destructive assessment of moisture content, hydration and dielectric properties of Portland cement concrete.” 2007. Web. 15 Apr 2021.

Vancouver:

Avelar Lezama I. Preliminary non-destructive assessment of moisture content, hydration and dielectric properties of Portland cement concrete. [Internet] [Masters thesis]. Texas A&M University; 2007. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/4739.

Council of Science Editors:

Avelar Lezama I. Preliminary non-destructive assessment of moisture content, hydration and dielectric properties of Portland cement concrete. [Masters Thesis]. Texas A&M University; 2007. Available from: http://hdl.handle.net/1969.1/4739


Texas A&M University

29. Sultana, Farzana. Sustainable Water Supply: Rainwater Harvesting for Multistoried Residential Apartments in Dhaka, Bangladesh.

Degree: MS, Construction Management, 2009, Texas A&M University

 Rainwater harvesting is a familiar term for Bangladesh. People in areas that lack drinking water, particularly the coastal areas and the rural areas in the… (more)

Subjects/Keywords: Rainwater Harvesting; Alternative Technology; Conservation; water quality; sustainability

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APA (6th Edition):

Sultana, F. (2009). Sustainable Water Supply: Rainwater Harvesting for Multistoried Residential Apartments in Dhaka, Bangladesh. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2034

Chicago Manual of Style (16th Edition):

Sultana, Farzana. “Sustainable Water Supply: Rainwater Harvesting for Multistoried Residential Apartments in Dhaka, Bangladesh.” 2009. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2034.

MLA Handbook (7th Edition):

Sultana, Farzana. “Sustainable Water Supply: Rainwater Harvesting for Multistoried Residential Apartments in Dhaka, Bangladesh.” 2009. Web. 15 Apr 2021.

Vancouver:

Sultana F. Sustainable Water Supply: Rainwater Harvesting for Multistoried Residential Apartments in Dhaka, Bangladesh. [Internet] [Masters thesis]. Texas A&M University; 2009. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2034.

Council of Science Editors:

Sultana F. Sustainable Water Supply: Rainwater Harvesting for Multistoried Residential Apartments in Dhaka, Bangladesh. [Masters Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2034


Texas A&M University

30. Jang, Se Hoon. Automated crack control analysis for concrete pavement construction.

Degree: MS, Civil Engineering, 2005, Texas A&M University

 The focus of this research is on the control of random cracking in concrete paving by using sawcut notch locations in the early stages of… (more)

Subjects/Keywords: concrete pavement; crack control; sawcut; contraction joint

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APA (6th Edition):

Jang, S. H. (2005). Automated crack control analysis for concrete pavement construction. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2553

Chicago Manual of Style (16th Edition):

Jang, Se Hoon. “Automated crack control analysis for concrete pavement construction.” 2005. Masters Thesis, Texas A&M University. Accessed April 15, 2021. http://hdl.handle.net/1969.1/2553.

MLA Handbook (7th Edition):

Jang, Se Hoon. “Automated crack control analysis for concrete pavement construction.” 2005. Web. 15 Apr 2021.

Vancouver:

Jang SH. Automated crack control analysis for concrete pavement construction. [Internet] [Masters thesis]. Texas A&M University; 2005. [cited 2021 Apr 15]. Available from: http://hdl.handle.net/1969.1/2553.

Council of Science Editors:

Jang SH. Automated crack control analysis for concrete pavement construction. [Masters Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2553

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