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You searched for +publisher:"Rutgers University" +contributor:("Najm, Husam"). Showing records 1 – 26 of 26 total matches.

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Rutgers University

1. 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 March 26, 2019. 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. 26 Mar 2019.

Vancouver:

Ates, Ufuk 1. Effect of pozzolanic material on the restrained shrinkage behavior of self-consolidating concrete. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. 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

2. Brownstein, Jeremy, 1986-. Inorganic polymer fiber composites for protection of structures.

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

 The primary focus of this thesis is to demonstrate the suitability of an inorganic polymer composite for transportation structures. The three major themes are: field… (more)

Subjects/Keywords: Inorganic polymers; Fibers; Graffiti

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APA (6th Edition):

Brownstein, Jeremy, 1. (2010). Inorganic polymer fiber composites for protection of structures. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052978

Chicago Manual of Style (16th Edition):

Brownstein, Jeremy, 1986-. “Inorganic polymer fiber composites for protection of structures.” 2010. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052978.

MLA Handbook (7th Edition):

Brownstein, Jeremy, 1986-. “Inorganic polymer fiber composites for protection of structures.” 2010. Web. 26 Mar 2019.

Vancouver:

Brownstein, Jeremy 1. Inorganic polymer fiber composites for protection of structures. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052978.

Council of Science Editors:

Brownstein, Jeremy 1. Inorganic polymer fiber composites for protection of structures. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052978


Rutgers University

3. Balic, Martina, 1967-. Dynamic characterization of drilled shafts foundations on Doremus Avenue Bridge.

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

 Dynamic properties of the drilled shaft foundations supporting Doremus Avenue Bridge were determined by forced vibration testing. The main two objectives of the substructure testing… (more)

Subjects/Keywords: Bridges – Foundations and piers; Dynamic testing; Vibration – Testing

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APA (6th Edition):

Balic, Martina, 1. (2010). Dynamic characterization of drilled shafts foundations on Doremus Avenue Bridge. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056151

Chicago Manual of Style (16th Edition):

Balic, Martina, 1967-. “Dynamic characterization of drilled shafts foundations on Doremus Avenue Bridge.” 2010. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056151.

MLA Handbook (7th Edition):

Balic, Martina, 1967-. “Dynamic characterization of drilled shafts foundations on Doremus Avenue Bridge.” 2010. Web. 26 Mar 2019.

Vancouver:

Balic, Martina 1. Dynamic characterization of drilled shafts foundations on Doremus Avenue Bridge. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056151.

Council of Science Editors:

Balic, Martina 1. Dynamic characterization of drilled shafts foundations on Doremus Avenue Bridge. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056151


Rutgers University

4. Indrakanti, Teja, 1985-. Biologically inspired modeling of vehicle to vehicle communication for intelligent transportation systems applications.

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

 In this study we developed a macroscopic model for simulating the vehicle to vehicle communication process. Real-time information propagation via vehicle-to-vehicle communication is part of… (more)

Subjects/Keywords: Intelligent transportation systems; Vehicle-infrastructure integration

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APA (6th Edition):

Indrakanti, Teja, 1. (2010). Biologically inspired modeling of vehicle to vehicle communication for intelligent transportation systems applications. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056375

Chicago Manual of Style (16th Edition):

Indrakanti, Teja, 1985-. “Biologically inspired modeling of vehicle to vehicle communication for intelligent transportation systems applications.” 2010. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056375.

MLA Handbook (7th Edition):

Indrakanti, Teja, 1985-. “Biologically inspired modeling of vehicle to vehicle communication for intelligent transportation systems applications.” 2010. Web. 26 Mar 2019.

Vancouver:

Indrakanti, Teja 1. Biologically inspired modeling of vehicle to vehicle communication for intelligent transportation systems applications. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056375.

Council of Science Editors:

Indrakanti, Teja 1. Biologically inspired modeling of vehicle to vehicle communication for intelligent transportation systems applications. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056375


Rutgers University

5. Morgul, Ender Faruk, 1986-. Simulation based evaluation of dynamic congestion pricing algorithms and strategies.

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

 Congestion pricing is defined as charging motorists during peak hours to encourage them to either switch their travel times or to use alternative routes. The… (more)

Subjects/Keywords: Congestion pricing – New York (State) – New York – Evaluation; Congestion pricing – New Jersey – Evaluation; Traffic flow – New York (State) – New York – Evaluation; Traffic flow – New Jersey – Evaluation

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APA (6th Edition):

Morgul, Ender Faruk, 1. (2010). Simulation based evaluation of dynamic congestion pricing algorithms and strategies. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056632

Chicago Manual of Style (16th Edition):

Morgul, Ender Faruk, 1986-. “Simulation based evaluation of dynamic congestion pricing algorithms and strategies.” 2010. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056632.

MLA Handbook (7th Edition):

Morgul, Ender Faruk, 1986-. “Simulation based evaluation of dynamic congestion pricing algorithms and strategies.” 2010. Web. 26 Mar 2019.

Vancouver:

Morgul, Ender Faruk 1. Simulation based evaluation of dynamic congestion pricing algorithms and strategies. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056632.

Council of Science Editors:

Morgul, Ender Faruk 1. Simulation based evaluation of dynamic congestion pricing algorithms and strategies. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056632


Rutgers University

6. Fleurimond, Carl, 1985-. Effect of mix parameters on restrained shrinkage of self consolidating concrete.

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

 Self Compacting Concrete (SCC) is a relatively new type of concrete that flows under its own self weight. In order for the concrete to achieve… (more)

Subjects/Keywords: Self-consolidating concrete; Concrete – Mixing; Concrete – Expansion and contraction

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APA (6th Edition):

Fleurimond, Carl, 1. (2011). Effect of mix parameters on restrained shrinkage of self consolidating concrete. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057542

Chicago Manual of Style (16th Edition):

Fleurimond, Carl, 1985-. “Effect of mix parameters on restrained shrinkage of self consolidating concrete.” 2011. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057542.

MLA Handbook (7th Edition):

Fleurimond, Carl, 1985-. “Effect of mix parameters on restrained shrinkage of self consolidating concrete.” 2011. Web. 26 Mar 2019.

Vancouver:

Fleurimond, Carl 1. Effect of mix parameters on restrained shrinkage of self consolidating concrete. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057542.

Council of Science Editors:

Fleurimond, Carl 1. Effect of mix parameters on restrained shrinkage of self consolidating concrete. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057542


Rutgers University

7. Yildirimoglu, Mehmet, 1985-. Travel time estimation and prediction in closed toll highways.

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

 Real-time estimates of traffic conditions are valuable information needed by operators of transportation facilities as well as travelers. This study aims to provide accurate travel… (more)

Subjects/Keywords: Travel time (Traffic engineering) – New Jersey; Express highways—Communication systems; Traffic monitoring – New Jersey – New Jersey Turnpike

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APA (6th Edition):

Yildirimoglu, Mehmet, 1. (2011). Travel time estimation and prediction in closed toll highways. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063701

Chicago Manual of Style (16th Edition):

Yildirimoglu, Mehmet, 1985-. “Travel time estimation and prediction in closed toll highways.” 2011. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063701.

MLA Handbook (7th Edition):

Yildirimoglu, Mehmet, 1985-. “Travel time estimation and prediction in closed toll highways.” 2011. Web. 26 Mar 2019.

Vancouver:

Yildirimoglu, Mehmet 1. Travel time estimation and prediction in closed toll highways. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063701.

Council of Science Editors:

Yildirimoglu, Mehmet 1. Travel time estimation and prediction in closed toll highways. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063701


Rutgers University

8. Cai, Yanxi. Flexural study and design of timber beams reinforced with high modulus fibers.

Degree: PhD, Civil and Environmental Engineering, 2009, Rutgers University

This dissertation presents a strength model to predict the elastic strength and ultimate strength of bending wood beams. The model can also be applied to… (more)

Subjects/Keywords: Wooden beams; Composite construction

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APA (6th Edition):

Cai, Y. (2009). Flexural study and design of timber beams reinforced with high modulus fibers. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000050496

Chicago Manual of Style (16th Edition):

Cai, Yanxi. “Flexural study and design of timber beams reinforced with high modulus fibers.” 2009. Doctoral Dissertation, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000050496.

MLA Handbook (7th Edition):

Cai, Yanxi. “Flexural study and design of timber beams reinforced with high modulus fibers.” 2009. Web. 26 Mar 2019.

Vancouver:

Cai Y. Flexural study and design of timber beams reinforced with high modulus fibers. [Internet] [Doctoral dissertation]. Rutgers University; 2009. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000050496.

Council of Science Editors:

Cai Y. Flexural study and design of timber beams reinforced with high modulus fibers. [Doctoral Dissertation]. Rutgers University; 2009. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000050496


Rutgers University

9. Dougherty, Patrick Shane. Evaluating the impact of gate strategies on a container terminal's roadside network using microsimulation: the Port Newark/Elizabeth case study.

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

 Intermodal Marine Container Terminals (IMCTs) are experiencing consistent growth in container volumes and are under pressure to come up with strategies to increase their capacity… (more)

Subjects/Keywords: Containerization – New York; Containerization – New Jersey; Statistical matching

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APA (6th Edition):

Dougherty, P. S. (2010). Evaluating the impact of gate strategies on a container terminal's roadside network using microsimulation: the Port Newark/Elizabeth case study. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056293

Chicago Manual of Style (16th Edition):

Dougherty, Patrick Shane. “Evaluating the impact of gate strategies on a container terminal's roadside network using microsimulation: the Port Newark/Elizabeth case study.” 2010. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056293.

MLA Handbook (7th Edition):

Dougherty, Patrick Shane. “Evaluating the impact of gate strategies on a container terminal's roadside network using microsimulation: the Port Newark/Elizabeth case study.” 2010. Web. 26 Mar 2019.

Vancouver:

Dougherty PS. Evaluating the impact of gate strategies on a container terminal's roadside network using microsimulation: the Port Newark/Elizabeth case study. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056293.

Council of Science Editors:

Dougherty PS. Evaluating the impact of gate strategies on a container terminal's roadside network using microsimulation: the Port Newark/Elizabeth case study. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056293


Rutgers University

10. 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 March 26, 2019. 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. 26 Mar 2019.

Vancouver:

El-khoury RD. Creep and shrinkage of self-consolidating concrete. [Internet] [Doctoral dissertation]. Rutgers University; 2010. [cited 2019 Mar 26]. 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

11. 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 March 26, 2019. 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. 26 Mar 2019.

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 2019 Mar 26]. 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

12. 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 March 26, 2019. 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. 26 Mar 2019.

Vancouver:

Kara, Ozan Etkin 1. Field testing and finite element analysis for evaluation of railroad bridges. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Mar 26]. 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

13. 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 March 26, 2019. 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. 26 Mar 2019.

Vancouver:

Unal, Gonca 1. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Mar 26]. 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

14. Tokal-Ahmed, Yahia M. Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges.

Degree: PhD, Civil and Environmental Engineering, 2009, Rutgers University

Bridges are critical to the transportation system especially at the time of crises. They are essential for rescue missions, evacuations, and rapid distribution of aid… (more)

Subjects/Keywords: Bridges – Design and construction; Bridges – Security measures; Blast effect

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APA (6th Edition):

Tokal-Ahmed, Y. M. (2009). Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071

Chicago Manual of Style (16th Edition):

Tokal-Ahmed, Yahia M. “Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges.” 2009. Doctoral Dissertation, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071.

MLA Handbook (7th Edition):

Tokal-Ahmed, Yahia M. “Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges.” 2009. Web. 26 Mar 2019.

Vancouver:

Tokal-Ahmed YM. Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges. [Internet] [Doctoral dissertation]. Rutgers University; 2009. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071.

Council of Science Editors:

Tokal-Ahmed YM. Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges. [Doctoral Dissertation]. Rutgers University; 2009. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071

15. Iyer, Shrisan, 1985-. Estimating traffic impacts of an off-hour delivery program using a regional planning model:.

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

 In this study a methodology is developed to employ a regional planning model to study the effects of an off-hour delivery program on the transportation… (more)

Subjects/Keywords: Delivery of goods; City traffic; Traffic flow

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APA (6th Edition):

Iyer, Shrisan, 1. (2010). Estimating traffic impacts of an off-hour delivery program using a regional planning model:. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052118

Chicago Manual of Style (16th Edition):

Iyer, Shrisan, 1985-. “Estimating traffic impacts of an off-hour delivery program using a regional planning model:.” 2010. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052118.

MLA Handbook (7th Edition):

Iyer, Shrisan, 1985-. “Estimating traffic impacts of an off-hour delivery program using a regional planning model:.” 2010. Web. 26 Mar 2019.

Vancouver:

Iyer, Shrisan 1. Estimating traffic impacts of an off-hour delivery program using a regional planning model:. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052118.

Council of Science Editors:

Iyer, Shrisan 1. Estimating traffic impacts of an off-hour delivery program using a regional planning model:. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000052118

16. Zahalan, Rima, 1985-. Reliability-based analaysis [sic] of crack control in reinforced concrete beams.

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

 This thesis is a study on reliability-based analysis of reinforced concrete beams at the crack control limit state. Past approaches to crack control and crack… (more)

Subjects/Keywords: Concrete beams – Fatigue; Concrete – Cracking; Concrete beams – Design and construction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Zahalan, Rima, 1. (2010). Reliability-based analaysis [sic] of crack control in reinforced concrete beams. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000053612

Chicago Manual of Style (16th Edition):

Zahalan, Rima, 1985-. “Reliability-based analaysis [sic] of crack control in reinforced concrete beams.” 2010. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000053612.

MLA Handbook (7th Edition):

Zahalan, Rima, 1985-. “Reliability-based analaysis [sic] of crack control in reinforced concrete beams.” 2010. Web. 26 Mar 2019.

Vancouver:

Zahalan, Rima 1. Reliability-based analaysis [sic] of crack control in reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000053612.

Council of Science Editors:

Zahalan, Rima 1. Reliability-based analaysis [sic] of crack control in reinforced concrete beams. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000053612

17. Walkowich, Timothy. Field monitoring of shrinkage cracking potential in a high-performance bridge deck.

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

 Over the past decade many state engineers throughout New Jersey have reported cracking on High Performance Concrete (HPC) bridge decks at early ages. The presence… (more)

Subjects/Keywords: Bridges – Floors; High strength concrete – Cracking – New Jersey; High strength concrete – Expansion and contraction – New Jersey; High strength concrete bridges – New Jersey – Testing

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APA (6th Edition):

Walkowich, T. (2011). Field monitoring of shrinkage cracking potential in a high-performance bridge deck. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057712

Chicago Manual of Style (16th Edition):

Walkowich, Timothy. “Field monitoring of shrinkage cracking potential in a high-performance bridge deck.” 2011. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057712.

MLA Handbook (7th Edition):

Walkowich, Timothy. “Field monitoring of shrinkage cracking potential in a high-performance bridge deck.” 2011. Web. 26 Mar 2019.

Vancouver:

Walkowich T. Field monitoring of shrinkage cracking potential in a high-performance bridge deck. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057712.

Council of Science Editors:

Walkowich T. Field monitoring of shrinkage cracking potential in a high-performance bridge deck. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000057712

18. 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 March 26, 2019. 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. 26 Mar 2019.

Vancouver:

Purani, Dhara 1. Incorporating shrinkage effects in FE modeling of prestressed concrete bridge. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2019 Mar 26]. 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

19. Borenstein, Elan, 1979-. Loading and structural response models for transverse deflection of circular plates subjected to near field explosions.

Degree: PhD, Mechanical and Aerospace Engineering, 2010, Rutgers University

This dissertation develops loading and structural response models to estimate the elastic deformation of a circular plate due to near field explosions. The loading model… (more)

Subjects/Keywords: Blast effect; Loads (Mechanics)

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APA (6th Edition):

Borenstein, Elan, 1. (2010). Loading and structural response models for transverse deflection of circular plates subjected to near field explosions. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056153

Chicago Manual of Style (16th Edition):

Borenstein, Elan, 1979-. “Loading and structural response models for transverse deflection of circular plates subjected to near field explosions.” 2010. Doctoral Dissertation, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056153.

MLA Handbook (7th Edition):

Borenstein, Elan, 1979-. “Loading and structural response models for transverse deflection of circular plates subjected to near field explosions.” 2010. Web. 26 Mar 2019.

Vancouver:

Borenstein, Elan 1. Loading and structural response models for transverse deflection of circular plates subjected to near field explosions. [Internet] [Doctoral dissertation]. Rutgers University; 2010. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056153.

Council of Science Editors:

Borenstein, Elan 1. Loading and structural response models for transverse deflection of circular plates subjected to near field explosions. [Doctoral Dissertation]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056153

20. Wasserman, Kenneth, 1989-. Durability of an inorganic polymer concrete coating.

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

 The objective of the research p4rogram reported in this thesis is to evaluate the durability of an inorganic polymer composite coating exposed to freeze/thaw cycling… (more)

Subjects/Keywords: Concrete coatings – Service life; Polymer-impregnated concrete – Service life

…at Rutgers University has demonstrated the effectiveness of a potassium alumina)… …performed in the Rutgers University civil engineering laboratory. The formwork was built as a grid… 

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APA (6th Edition):

Wasserman, Kenneth, 1. (2012). Durability of an inorganic polymer concrete coating. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000067016

Chicago Manual of Style (16th Edition):

Wasserman, Kenneth, 1989-. “Durability of an inorganic polymer concrete coating.” 2012. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000067016.

MLA Handbook (7th Edition):

Wasserman, Kenneth, 1989-. “Durability of an inorganic polymer concrete coating.” 2012. Web. 26 Mar 2019.

Vancouver:

Wasserman, Kenneth 1. Durability of an inorganic polymer concrete coating. [Internet] [Masters thesis]. Rutgers University; 2012. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000067016.

Council of Science Editors:

Wasserman, Kenneth 1. Durability of an inorganic polymer concrete coating. [Masters Thesis]. Rutgers University; 2012. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000067016

21. Klein, Matthew J., 1978-. Nondestructive repair and rehabilitation of structural elements using high strength inorganic polymer composites.

Degree: Civil and Environmental Engineering, 2013, Rutgers University

Subjects/Keywords: Polymer engineering; Inorganic polymers; Concrete bridges – Maintenance and repair

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APA (6th Edition):

Klein, Matthew J., 1. (2013). Nondestructive repair and rehabilitation of structural elements using high strength inorganic polymer composites. (Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068897

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Klein, Matthew J., 1978-. “Nondestructive repair and rehabilitation of structural elements using high strength inorganic polymer composites.” 2013. Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068897.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Klein, Matthew J., 1978-. “Nondestructive repair and rehabilitation of structural elements using high strength inorganic polymer composites.” 2013. Web. 26 Mar 2019.

Vancouver:

Klein, Matthew J. 1. Nondestructive repair and rehabilitation of structural elements using high strength inorganic polymer composites. [Internet] [Thesis]. Rutgers University; 2013. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068897.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Klein, Matthew J. 1. Nondestructive repair and rehabilitation of structural elements using high strength inorganic polymer composites. [Thesis]. Rutgers University; 2013. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000068897

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Rutgers University

22. Donaiah, Amrutha. Truck identification using New Jersey weigh in motion data.

Degree: MS, Civil and Environmental Engineering, 2008, Rutgers University

 An algorithm for truck identification based on the truck's axle configuration, arrival time, and gross vehicle weight is proposed. The algorithm is applied between WIM… (more)

Subjects/Keywords: Trucking – New Jersey; Trucks – Identification; Traffic surveys – New Jersey – Data processing

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Donaiah, A. (2008). Truck identification using New Jersey weigh in motion data. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17302

Chicago Manual of Style (16th Edition):

Donaiah, Amrutha. “Truck identification using New Jersey weigh in motion data.” 2008. Masters Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17302.

MLA Handbook (7th Edition):

Donaiah, Amrutha. “Truck identification using New Jersey weigh in motion data.” 2008. Web. 26 Mar 2019.

Vancouver:

Donaiah A. Truck identification using New Jersey weigh in motion data. [Internet] [Masters thesis]. Rutgers University; 2008. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17302.

Council of Science Editors:

Donaiah A. Truck identification using New Jersey weigh in motion data. [Masters Thesis]. Rutgers University; 2008. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17302


Rutgers University

23. Hadidi, Rambod. Generic probabilistic inversion technique for geotechnical and transportation engineering applications.

Degree: PhD, Civil and Environmental Engineering, 2007, Rutgers University

 A wide range of important problems in civil engineering can be classified as inverse problems. In such problems, the observational data related to the performance… (more)

Subjects/Keywords: Transportation; Inverse problems (Differential equations); Civil engineering; Transportation engineering

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APA (6th Edition):

Hadidi, R. (2007). Generic probabilistic inversion technique for geotechnical and transportation engineering applications. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.13464

Chicago Manual of Style (16th Edition):

Hadidi, Rambod. “Generic probabilistic inversion technique for geotechnical and transportation engineering applications.” 2007. Doctoral Dissertation, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.13464.

MLA Handbook (7th Edition):

Hadidi, Rambod. “Generic probabilistic inversion technique for geotechnical and transportation engineering applications.” 2007. Web. 26 Mar 2019.

Vancouver:

Hadidi R. Generic probabilistic inversion technique for geotechnical and transportation engineering applications. [Internet] [Doctoral dissertation]. Rutgers University; 2007. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.13464.

Council of Science Editors:

Hadidi R. Generic probabilistic inversion technique for geotechnical and transportation engineering applications. [Doctoral Dissertation]. Rutgers University; 2007. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.13464


Rutgers University

24. Davis, Joseph. Live-load models for design and fatigue evaluation of highway bridges.

Degree: PhD, Civil and Environmental Engineering, 2007, Rutgers University

New load design factors and models are introduced to account for site-specific live-load demands in the state of New Jersey. Live-load for highway bridges is… (more)

Subjects/Keywords: Bridges – Live loads; Bridges – Design and construction

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APA (6th Edition):

Davis, J. (2007). Live-load models for design and fatigue evaluation of highway bridges. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17084

Chicago Manual of Style (16th Edition):

Davis, Joseph. “Live-load models for design and fatigue evaluation of highway bridges.” 2007. Doctoral Dissertation, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17084.

MLA Handbook (7th Edition):

Davis, Joseph. “Live-load models for design and fatigue evaluation of highway bridges.” 2007. Web. 26 Mar 2019.

Vancouver:

Davis J. Live-load models for design and fatigue evaluation of highway bridges. [Internet] [Doctoral dissertation]. Rutgers University; 2007. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17084.

Council of Science Editors:

Davis J. Live-load models for design and fatigue evaluation of highway bridges. [Doctoral Dissertation]. Rutgers University; 2007. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17084


Rutgers University

25. Patel, Mihir S. Nonlinear behavior in quartz resonators and its stability.

Degree: PhD, Civil and Environmental Engineering, 2008, Rutgers University

 Piezoelectric materials form an integral part of frequency control devices. With the advancement in technology smaller frequency control devices [MEMS: Micro-Electrical Mechanical Systems] are manufactured.… (more)

Subjects/Keywords: Oscillators, Crystal; Piezoelectric devices

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APA (6th Edition):

Patel, M. S. (2008). Nonlinear behavior in quartz resonators and its stability. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17368

Chicago Manual of Style (16th Edition):

Patel, Mihir S. “Nonlinear behavior in quartz resonators and its stability.” 2008. Doctoral Dissertation, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17368.

MLA Handbook (7th Edition):

Patel, Mihir S. “Nonlinear behavior in quartz resonators and its stability.” 2008. Web. 26 Mar 2019.

Vancouver:

Patel MS. Nonlinear behavior in quartz resonators and its stability. [Internet] [Doctoral dissertation]. Rutgers University; 2008. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17368.

Council of Science Editors:

Patel MS. Nonlinear behavior in quartz resonators and its stability. [Doctoral Dissertation]. Rutgers University; 2008. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17368


Rutgers University

26. Albhaisi, Suhail, 1974-. Effect of substructure stiffness on the performance of integral abutment bridges under thermal loads.

Degree: Civil and Environmental Engineering, 2012, Rutgers University

Subjects/Keywords: Bridges – Abutments; Bridges – Foundations and piers

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APA (6th Edition):

Albhaisi, Suhail, 1. (2012). Effect of substructure stiffness on the performance of integral abutment bridges under thermal loads. (Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065075

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Albhaisi, Suhail, 1974-. “Effect of substructure stiffness on the performance of integral abutment bridges under thermal loads.” 2012. Thesis, Rutgers University. Accessed March 26, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065075.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Albhaisi, Suhail, 1974-. “Effect of substructure stiffness on the performance of integral abutment bridges under thermal loads.” 2012. Web. 26 Mar 2019.

Vancouver:

Albhaisi, Suhail 1. Effect of substructure stiffness on the performance of integral abutment bridges under thermal loads. [Internet] [Thesis]. Rutgers University; 2012. [cited 2019 Mar 26]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065075.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Albhaisi, Suhail 1. Effect of substructure stiffness on the performance of integral abutment bridges under thermal loads. [Thesis]. Rutgers University; 2012. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000065075

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

.