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You searched for +publisher:"Rutgers University" +contributor:("Nassif, Hani H"). Showing records 1 – 14 of 14 total matches.

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Rutgers University

1. Haddad, Elie I., 1993-. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

 Reinforced concrete bridge decks tend to deteriorate over time due to the increase in live load and corrosion of reinforcement and many other reasons. Economic… (more)

Subjects/Keywords: Reinforced concrete; Concrete beams

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APA (6th Edition):

Haddad, Elie I., 1. (2018). Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59108/

Chicago Manual of Style (16th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed April 06, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

MLA Handbook (7th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Web. 06 Apr 2020.

Vancouver:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Apr 06]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

Council of Science Editors:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/


Rutgers University

2. Ates, Ufuk, 1983-. Effect of pozzolanic material on the restrained shrinkage behavior of self-consolidating concrete.

Degree: MS, Civil and Environmental Engineering, 2010, Rutgers University

 Self-consolidating concrete (SCC) has been the subject of various research projects, and its use has been a source of increasing interest in industry. The very… (more)

Subjects/Keywords: Self-consolidating concrete

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APA (6th Edition):

Ates, Ufuk, 1. (2010). Effect of pozzolanic material on the restrained shrinkage behavior of self-consolidating concrete. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052976

Chicago Manual of Style (16th Edition):

Ates, Ufuk, 1983-. “Effect of pozzolanic material on the restrained shrinkage behavior of self-consolidating concrete.” 2010. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052976.

MLA Handbook (7th Edition):

Ates, Ufuk, 1983-. “Effect of pozzolanic material on the restrained shrinkage behavior of self-consolidating concrete.” 2010. Web. 06 Apr 2020.

Vancouver:

Ates, Ufuk 1. Effect of pozzolanic material on the restrained shrinkage behavior of self-consolidating concrete. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052976.

Council of Science Editors:

Ates, Ufuk 1. Effect of pozzolanic material on the restrained shrinkage behavior of self-consolidating concrete. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052976


Rutgers University

3. Lou, Peng, 1987-. Dynamic modeling and field testing of steel railway bridges.

Degree: MS, Civil and Environmental Engineering, 2012, Rutgers University

 In United State, there are a lot of steel railway bridges with non-ballast tracks, which have short and simply supported spans. The majority of similar… (more)

Subjects/Keywords: Railroads – New Jersey; Ballast (Railroads) – New Jersey; Iron and steel bridges – New Jersey – Testing; Iron and steel bridges – New Jersey – Design and construction

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APA (6th Edition):

Lou, Peng, 1. (2012). Dynamic modeling and field testing of steel railway bridges. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065198

Chicago Manual of Style (16th Edition):

Lou, Peng, 1987-. “Dynamic modeling and field testing of steel railway bridges.” 2012. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065198.

MLA Handbook (7th Edition):

Lou, Peng, 1987-. “Dynamic modeling and field testing of steel railway bridges.” 2012. Web. 06 Apr 2020.

Vancouver:

Lou, Peng 1. Dynamic modeling and field testing of steel railway bridges. [Internet] [Masters thesis]. Rutgers University; 2012. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065198.

Council of Science Editors:

Lou, Peng 1. Dynamic modeling and field testing of steel railway bridges. [Masters Thesis]. Rutgers University; 2012. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065198


Rutgers University

4. El-khoury, Raymond D. Creep and shrinkage of self-consolidating concrete.

Degree: PhD, Civil and Environmental Engineering, 2010, Rutgers University

The creep and shrinkage properties of Self Consolidating Concrete (SCC) containing supplementary cementitious material such as silica fume (SF), Fly Ash (FA) and slag (SL),… (more)

Subjects/Keywords: Self-consolidating concrete – Creep; Concrete – Expansion and contraction; Silica fume; Fly ash; Slag cement

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APA (6th Edition):

El-khoury, R. D. (2010). Creep and shrinkage of self-consolidating concrete. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056315

Chicago Manual of Style (16th Edition):

El-khoury, Raymond D. “Creep and shrinkage of self-consolidating concrete.” 2010. Doctoral Dissertation, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056315.

MLA Handbook (7th Edition):

El-khoury, Raymond D. “Creep and shrinkage of self-consolidating concrete.” 2010. Web. 06 Apr 2020.

Vancouver:

El-khoury RD. Creep and shrinkage of self-consolidating concrete. [Internet] [Doctoral dissertation]. Rutgers University; 2010. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056315.

Council of Science Editors:

El-khoury RD. Creep and shrinkage of self-consolidating concrete. [Doctoral Dissertation]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056315


Rutgers University

5. Valeo, Meghann M., 1981-. Using the analytic hierarchy process to improve the Rutgers simple bridge security checklist.

Degree: MS, Civil and Environmental Engineering, 2010, Rutgers University

 Following the tragic events of September 11, 2001, the New Jersey Department of Transportation asked Rutgers University to develop a checklist to be used by… (more)

Subjects/Keywords: Bridges – Security measures; Bridge failures; Bridges – Risk assessment

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APA (6th Edition):

Valeo, Meghann M., 1. (2010). Using the analytic hierarchy process to improve the Rutgers simple bridge security checklist. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056814

Chicago Manual of Style (16th Edition):

Valeo, Meghann M., 1981-. “Using the analytic hierarchy process to improve the Rutgers simple bridge security checklist.” 2010. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056814.

MLA Handbook (7th Edition):

Valeo, Meghann M., 1981-. “Using the analytic hierarchy process to improve the Rutgers simple bridge security checklist.” 2010. Web. 06 Apr 2020.

Vancouver:

Valeo, Meghann M. 1. Using the analytic hierarchy process to improve the Rutgers simple bridge security checklist. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056814.

Council of Science Editors:

Valeo, Meghann M. 1. Using the analytic hierarchy process to improve the Rutgers simple bridge security checklist. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056814


Rutgers University

6. Kara, Ozan Etkin, 1985-. Field testing and finite element analysis for evaluation of railroad bridges.

Degree: MS, Civil and Environmental Engineering, 2011, Rutgers University

 Throughout the centuries, railroads have been the most important means of transportation. The capacity of railroads should be increased with the booming economy. In order… (more)

Subjects/Keywords: Railroad bridges – New Jersey; Railroad bridges – New Jersey – Testing; Freight and freightage – New Jersey

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APA (6th Edition):

Kara, Ozan Etkin, 1. (2011). Field testing and finite element analysis for evaluation of railroad bridges. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057603

Chicago Manual of Style (16th Edition):

Kara, Ozan Etkin, 1985-. “Field testing and finite element analysis for evaluation of railroad bridges.” 2011. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057603.

MLA Handbook (7th Edition):

Kara, Ozan Etkin, 1985-. “Field testing and finite element analysis for evaluation of railroad bridges.” 2011. Web. 06 Apr 2020.

Vancouver:

Kara, Ozan Etkin 1. Field testing and finite element analysis for evaluation of railroad bridges. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057603.

Council of Science Editors:

Kara, Ozan Etkin 1. Field testing and finite element analysis for evaluation of railroad bridges. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057603


Rutgers University

7. Unal, Gonca, 1986-. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons.

Degree: MS, Civil and Environmental Engineering, 2011, Rutgers University

 The use of unbonded tendons is getting more widespread in post-tensioning industry; especially in rehabilitation and strengthening of existing damaged concrete members. The prediction of… (more)

Subjects/Keywords: Tendons (Prestressed concrete)

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APA (6th Edition):

Unal, Gonca, 1. (2011). Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679

Chicago Manual of Style (16th Edition):

Unal, Gonca, 1986-. “Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons.” 2011. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679.

MLA Handbook (7th Edition):

Unal, Gonca, 1986-. “Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons.” 2011. Web. 06 Apr 2020.

Vancouver:

Unal, Gonca 1. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679.

Council of Science Editors:

Unal, Gonca 1. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679


Rutgers University

8. Abdulhameed, Haider Adel, 1979-. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.

Degree: PhD, Civil and Environmental Engineering, 2018, Rutgers University

Self-consolidating concrete (SCC) has been used for repairs due to its ability in overhead applications and hard to access areas such as condensed reinforcement. However,… (more)

Subjects/Keywords: Concrete – Reinforced; Self-consolidating concrete

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APA (6th Edition):

Abdulhameed, Haider Adel, 1. (2018). Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55972/

Chicago Manual of Style (16th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Doctoral Dissertation, Rutgers University. Accessed April 06, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

MLA Handbook (7th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Web. 06 Apr 2020.

Vancouver:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2020 Apr 06]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

Council of Science Editors:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/


Rutgers University

9. Srithaninrat, Thanachai, 1993-. Reliability-based assessment for load and resistance factored rating under NJDOT permit load for steel bridges.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

 Nowadays, the aging bridges are exposed to much higher truck load than they were originally designed for, since trucks have the capacity to carry more… (more)

Subjects/Keywords: Iron and steel bridges; Reliability (Engineering)

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APA (6th Edition):

Srithaninrat, Thanachai, 1. (2018). Reliability-based assessment for load and resistance factored rating under NJDOT permit load for steel bridges. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59238/

Chicago Manual of Style (16th Edition):

Srithaninrat, Thanachai, 1993-. “Reliability-based assessment for load and resistance factored rating under NJDOT permit load for steel bridges.” 2018. Masters Thesis, Rutgers University. Accessed April 06, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/59238/.

MLA Handbook (7th Edition):

Srithaninrat, Thanachai, 1993-. “Reliability-based assessment for load and resistance factored rating under NJDOT permit load for steel bridges.” 2018. Web. 06 Apr 2020.

Vancouver:

Srithaninrat, Thanachai 1. Reliability-based assessment for load and resistance factored rating under NJDOT permit load for steel bridges. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Apr 06]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59238/.

Council of Science Editors:

Srithaninrat, Thanachai 1. Reliability-based assessment for load and resistance factored rating under NJDOT permit load for steel bridges. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59238/


Rutgers University

10. Al-Nawadi, Hasan, 1981-. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.

Degree: PhD, Civil and Environmental Engineering, 2019, Rutgers University

Reinforced concrete is one of the most efficient building materials widely used across the world, however, corrosion of its embedded steel reinforcement is the most… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Concrete bridges  – Design and construction

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APA (6th Edition):

Al-Nawadi, Hasan, 1. (2019). Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59931/

Chicago Manual of Style (16th Edition):

Al-Nawadi, Hasan, 1981-. “Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.” 2019. Doctoral Dissertation, Rutgers University. Accessed April 06, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/59931/.

MLA Handbook (7th Edition):

Al-Nawadi, Hasan, 1981-. “Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.” 2019. Web. 06 Apr 2020.

Vancouver:

Al-Nawadi, Hasan 1. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2020 Apr 06]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59931/.

Council of Science Editors:

Al-Nawadi, Hasan 1. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59931/


Rutgers University

11. Yang, Chan, 1996-. Analysis of steel truss bridges without plans.

Degree: MS, Load rating, 2019, Rutgers University

 The bridge load rating provides a basis for determining the safe load carrying capacity of a bridge to ensure the bridge serviceability and safety. In… (more)

Subjects/Keywords: Civil and Environmental Engineering; Truss bridges; Bridges  – Live loads; Bridges  – Evaluation

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APA (6th Edition):

Yang, Chan, 1. (2019). Analysis of steel truss bridges without plans. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/61043/

Chicago Manual of Style (16th Edition):

Yang, Chan, 1996-. “Analysis of steel truss bridges without plans.” 2019. Masters Thesis, Rutgers University. Accessed April 06, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/61043/.

MLA Handbook (7th Edition):

Yang, Chan, 1996-. “Analysis of steel truss bridges without plans.” 2019. Web. 06 Apr 2020.

Vancouver:

Yang, Chan 1. Analysis of steel truss bridges without plans. [Internet] [Masters thesis]. Rutgers University; 2019. [cited 2020 Apr 06]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61043/.

Council of Science Editors:

Yang, Chan 1. Analysis of steel truss bridges without plans. [Masters Thesis]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61043/

12. Beltran, Miguel, 1988-. Determination of the dynamic response of bridges from accelerometer data.

Degree: MS, Civil and Environmental Engineering, 2013, Rutgers University

 Debonding of reinforcement in highway bridge decks can result from vibrations induced by large vehicular live loads in adjacent lanes. These detrimental effects can be… (more)

Subjects/Keywords: Structural health monitoring; Bridges – Floors; Bridges – Maintenance and repair

…plan of 7A Bridge 25 3.3.1 Instrumentation On September 20, 2012, researchers from Rutgers… …University instrumented the 7A Bridge. The sensor locations can be seen in Figure 3.7. Sensors S1… 

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APA (6th Edition):

Beltran, Miguel, 1. (2013). Determination of the dynamic response of bridges from accelerometer data. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068817

Chicago Manual of Style (16th Edition):

Beltran, Miguel, 1988-. “Determination of the dynamic response of bridges from accelerometer data.” 2013. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068817.

MLA Handbook (7th Edition):

Beltran, Miguel, 1988-. “Determination of the dynamic response of bridges from accelerometer data.” 2013. Web. 06 Apr 2020.

Vancouver:

Beltran, Miguel 1. Determination of the dynamic response of bridges from accelerometer data. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068817.

Council of Science Editors:

Beltran, Miguel 1. Determination of the dynamic response of bridges from accelerometer data. [Masters Thesis]. Rutgers University; 2013. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068817

13. Salvador, Michael, 1989-. Effect of accelerated curing on surface resistivity and rapid chloride permeability of high performance concrete.

Degree: MS, Civil and Environmental Engineering, 2013, Rutgers University

 Recently, many bridges have been built using High Performance Concrete (HPC) to increase their durability. However, when subjected to cracking or exposed to aggressive environments,… (more)

Subjects/Keywords: High strength concrete – Curing; High strength concrete – Permeability

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APA (6th Edition):

Salvador, Michael, 1. (2013). Effect of accelerated curing on surface resistivity and rapid chloride permeability of high performance concrete. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068956

Chicago Manual of Style (16th Edition):

Salvador, Michael, 1989-. “Effect of accelerated curing on surface resistivity and rapid chloride permeability of high performance concrete.” 2013. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068956.

MLA Handbook (7th Edition):

Salvador, Michael, 1989-. “Effect of accelerated curing on surface resistivity and rapid chloride permeability of high performance concrete.” 2013. Web. 06 Apr 2020.

Vancouver:

Salvador, Michael 1. Effect of accelerated curing on surface resistivity and rapid chloride permeability of high performance concrete. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068956.

Council of Science Editors:

Salvador, Michael 1. Effect of accelerated curing on surface resistivity and rapid chloride permeability of high performance concrete. [Masters Thesis]. Rutgers University; 2013. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068956

14. Purani, Dhara, 1989-. Incorporating shrinkage effects in FE modeling of prestressed concrete bridge.

Degree: MS, Civil and Environmental Engineering, 2013, Rutgers University

 Right from the inception of the implementation of prestressed concrete in the bridge construction field, it has been very popular. Even though this type of… (more)

Subjects/Keywords: Prestressed concrete bridges – Cracking; Prestressed concrete bridges – Expansion and contraction

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APA (6th Edition):

Purani, Dhara, 1. (2013). Incorporating shrinkage effects in FE modeling of prestressed concrete bridge. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068935

Chicago Manual of Style (16th Edition):

Purani, Dhara, 1989-. “Incorporating shrinkage effects in FE modeling of prestressed concrete bridge.” 2013. Masters Thesis, Rutgers University. Accessed April 06, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068935.

MLA Handbook (7th Edition):

Purani, Dhara, 1989-. “Incorporating shrinkage effects in FE modeling of prestressed concrete bridge.” 2013. Web. 06 Apr 2020.

Vancouver:

Purani, Dhara 1. Incorporating shrinkage effects in FE modeling of prestressed concrete bridge. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2020 Apr 06]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068935.

Council of Science Editors:

Purani, Dhara 1. Incorporating shrinkage effects in FE modeling of prestressed concrete bridge. [Masters Thesis]. Rutgers University; 2013. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068935

.