Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"Colorado State University" +contributor:("van de Lindt, John W."). Showing records 1 – 21 of 21 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Colorado State University

1. Bright, Christopher. Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures.

Degree: MS(M.S.), Civil and Environmental Engineering, 2014, Colorado State University

 This thesis evaluates two new glass-fiber reinforced polymer concrete reinforcement systems which have been designed to serve as a non-corrosive alternative to steel reinforcement in… (more)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bright, C. (2014). Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/83905

Chicago Manual of Style (16th Edition):

Bright, Christopher. “Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures.” 2014. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/83905.

MLA Handbook (7th Edition):

Bright, Christopher. “Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures.” 2014. Web. 13 Apr 2021.

Vancouver:

Bright C. Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/83905.

Council of Science Editors:

Bright C. Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/83905


Colorado State University

2. Zamora, José Efraín Mazariegos. Seismic fragility analysis of reinforced masonry buildings.

Degree: MS(M.S.), Civil and Environmental Engineering, 2013, Colorado State University

 Reinforced masonry walls are a widely used lateral force resisting system for buildings around the world. These structures, if not correctly detailed to resist earthquake… (more)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zamora, J. E. M. (2013). Seismic fragility analysis of reinforced masonry buildings. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/80269

Chicago Manual of Style (16th Edition):

Zamora, José Efraín Mazariegos. “Seismic fragility analysis of reinforced masonry buildings.” 2013. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/80269.

MLA Handbook (7th Edition):

Zamora, José Efraín Mazariegos. “Seismic fragility analysis of reinforced masonry buildings.” 2013. Web. 13 Apr 2021.

Vancouver:

Zamora JEM. Seismic fragility analysis of reinforced masonry buildings. [Internet] [Masters thesis]. Colorado State University; 2013. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/80269.

Council of Science Editors:

Zamora JEM. Seismic fragility analysis of reinforced masonry buildings. [Masters Thesis]. Colorado State University; 2013. Available from: http://hdl.handle.net/10217/80269


Colorado State University

3. Gopi, Vaishak. Quantifying sustainability metrics for trunkline bridges in the Mountain Plains region.

Degree: MS(M.S.), Civil and Environmental Engineering, 2016, Colorado State University

 The use of millions of cubic yards of concrete and steel to support the U.S infrastructure may result in a significant negative impact on the… (more)

Subjects/Keywords: Colorado; prestressed bridges; sustainability metrics; environmental analysis tool; bridge sustainability; steel bridges

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gopi, V. (2016). Quantifying sustainability metrics for trunkline bridges in the Mountain Plains region. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/173558

Chicago Manual of Style (16th Edition):

Gopi, Vaishak. “Quantifying sustainability metrics for trunkline bridges in the Mountain Plains region.” 2016. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/173558.

MLA Handbook (7th Edition):

Gopi, Vaishak. “Quantifying sustainability metrics for trunkline bridges in the Mountain Plains region.” 2016. Web. 13 Apr 2021.

Vancouver:

Gopi V. Quantifying sustainability metrics for trunkline bridges in the Mountain Plains region. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/173558.

Council of Science Editors:

Gopi V. Quantifying sustainability metrics for trunkline bridges in the Mountain Plains region. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/173558


Colorado State University

4. Park, Sangki. Understanding and mitigating tsunami risk for coastal structures and communities.

Degree: PhD, Civil and Environmental Engineering, 2011, Colorado State University

 Tsunamis have attracted the world's attention over the last decade due to their destructive power and the vast areas they can affect. The 2004 Indian… (more)

Subjects/Keywords: earthquake; fragilities; nonlinear analysis; reliability assessment; risk analysis; tsunami

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Park, S. (2011). Understanding and mitigating tsunami risk for coastal structures and communities. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/70650

Chicago Manual of Style (16th Edition):

Park, Sangki. “Understanding and mitigating tsunami risk for coastal structures and communities.” 2011. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/70650.

MLA Handbook (7th Edition):

Park, Sangki. “Understanding and mitigating tsunami risk for coastal structures and communities.” 2011. Web. 13 Apr 2021.

Vancouver:

Park S. Understanding and mitigating tsunami risk for coastal structures and communities. [Internet] [Doctoral dissertation]. Colorado State University; 2011. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/70650.

Council of Science Editors:

Park S. Understanding and mitigating tsunami risk for coastal structures and communities. [Doctoral Dissertation]. Colorado State University; 2011. Available from: http://hdl.handle.net/10217/70650


Colorado State University

5. Chen, Feng. Reliability-based safety evaluation of traffic on rural highway.

Degree: PhD, Civil and Environmental Engineering, 2011, Colorado State University

 In the United States as well as other developed countries, road accidents are causing more injuries and casualties than any other natural or man-made hazard.… (more)

Subjects/Keywords: accident; highway; injury severity; reliability; traffic safety; truck

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, F. (2011). Reliability-based safety evaluation of traffic on rural highway. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/50670

Chicago Manual of Style (16th Edition):

Chen, Feng. “Reliability-based safety evaluation of traffic on rural highway.” 2011. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/50670.

MLA Handbook (7th Edition):

Chen, Feng. “Reliability-based safety evaluation of traffic on rural highway.” 2011. Web. 13 Apr 2021.

Vancouver:

Chen F. Reliability-based safety evaluation of traffic on rural highway. [Internet] [Doctoral dissertation]. Colorado State University; 2011. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/50670.

Council of Science Editors:

Chen F. Reliability-based safety evaluation of traffic on rural highway. [Doctoral Dissertation]. Colorado State University; 2011. Available from: http://hdl.handle.net/10217/50670

6. Masoomi, Hassan. Resilience-based decision framework to determine performance targets for the built environment, A.

Degree: PhD, Civil and Environmental Engineering, 2018, Colorado State University

 Current design codes and standards focus on the design of individual facilities. A typical building is designed with the objective of the life safety of… (more)

Subjects/Keywords: infrastructure system; natural hazard; tornado; interdependent networks; community resilience; population outmigration

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Masoomi, H. (2018). Resilience-based decision framework to determine performance targets for the built environment, A. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/189335

Chicago Manual of Style (16th Edition):

Masoomi, Hassan. “Resilience-based decision framework to determine performance targets for the built environment, A.” 2018. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/189335.

MLA Handbook (7th Edition):

Masoomi, Hassan. “Resilience-based decision framework to determine performance targets for the built environment, A.” 2018. Web. 13 Apr 2021.

Vancouver:

Masoomi H. Resilience-based decision framework to determine performance targets for the built environment, A. [Internet] [Doctoral dissertation]. Colorado State University; 2018. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/189335.

Council of Science Editors:

Masoomi H. Resilience-based decision framework to determine performance targets for the built environment, A. [Doctoral Dissertation]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/189335


Colorado State University

7. Perry, Brandon J. Streamlined bridge inspection framework utilizing unmanned aerial vehicles (UAVs), A.

Degree: MS(M.S.), Civil and Environmental Engineering, 2019, Colorado State University

 The lack of quantitative measures and location information for instances of damage results in human-based bridge inspections that are variable and subjective in nature. With… (more)

Subjects/Keywords: computer vision; remote sensing; bridge inspection; unmanned aerial vehicles; infrastructure inspection

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Perry, B. J. (2019). Streamlined bridge inspection framework utilizing unmanned aerial vehicles (UAVs), A. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/197417

Chicago Manual of Style (16th Edition):

Perry, Brandon J. “Streamlined bridge inspection framework utilizing unmanned aerial vehicles (UAVs), A.” 2019. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/197417.

MLA Handbook (7th Edition):

Perry, Brandon J. “Streamlined bridge inspection framework utilizing unmanned aerial vehicles (UAVs), A.” 2019. Web. 13 Apr 2021.

Vancouver:

Perry BJ. Streamlined bridge inspection framework utilizing unmanned aerial vehicles (UAVs), A. [Internet] [Masters thesis]. Colorado State University; 2019. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/197417.

Council of Science Editors:

Perry BJ. Streamlined bridge inspection framework utilizing unmanned aerial vehicles (UAVs), A. [Masters Thesis]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197417


Colorado State University

8. Ameri, Mohammad Reza. Optimizing resilience decision-support for natural gas networks under uncertainty.

Degree: PhD, Civil and Environmental Engineering, 2019, Colorado State University

 Community resilience in the aftermath of a hazard requires the functionality of complex, interdependent infrastructure systems become operational in a timely manner to support social… (more)

Subjects/Keywords: community resilience; natural gas network; community-level restoration; seismic risk assessment; multi-objective optimization

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ameri, M. R. (2019). Optimizing resilience decision-support for natural gas networks under uncertainty. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/197385

Chicago Manual of Style (16th Edition):

Ameri, Mohammad Reza. “Optimizing resilience decision-support for natural gas networks under uncertainty.” 2019. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/197385.

MLA Handbook (7th Edition):

Ameri, Mohammad Reza. “Optimizing resilience decision-support for natural gas networks under uncertainty.” 2019. Web. 13 Apr 2021.

Vancouver:

Ameri MR. Optimizing resilience decision-support for natural gas networks under uncertainty. [Internet] [Doctoral dissertation]. Colorado State University; 2019. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/197385.

Council of Science Editors:

Ameri MR. Optimizing resilience decision-support for natural gas networks under uncertainty. [Doctoral Dissertation]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197385


Colorado State University

9. Maloney, Timothy D. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.

Degree: MS(M.S.), Civil and Environmental Engineering, 2017, Colorado State University

 Each year, damage to infrastructure caused by the uncorrelated hazards of tornadoes and expansive soils is on the order of billions of dollars. The monetary… (more)

Subjects/Keywords: expansive soils; light wood frame; community resilience; tornado; finite element modeling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Maloney, T. D. (2017). Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/185658

Chicago Manual of Style (16th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2017. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/185658.

MLA Handbook (7th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2017. Web. 13 Apr 2021.

Vancouver:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Internet] [Masters thesis]. Colorado State University; 2017. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/185658.

Council of Science Editors:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Masters Thesis]. Colorado State University; 2017. Available from: http://hdl.handle.net/10217/185658


Colorado State University

10. Bahmani, Pouria. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.

Degree: PhD, Civil and Environmental Engineering, 2015, Colorado State University

 Recent earthquakes such as Loma Prieta (1989) and Northridge (1994) in California have highlighted the poor performance of one class of existing buildings. Many older… (more)

Subjects/Keywords: performance-based seismic design; shake table test; wood-frame buildings; performance-based seismic retrofit; multi-story retrofit design; soft-story buildings

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bahmani, P. (2015). Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/166935

Chicago Manual of Style (16th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/166935.

MLA Handbook (7th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Web. 13 Apr 2021.

Vancouver:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Internet] [Doctoral dissertation]. Colorado State University; 2015. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/166935.

Council of Science Editors:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Doctoral Dissertation]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166935


Colorado State University

11. Balogh, Zsuzsa Eniko. Structural engineering masters level education framework of knowledge for the needs of initial professional practice.

Degree: PhD, Civil and Environmental Engineering, 2012, Colorado State University

 For at least the last decade, engineering, civil engineering, along with structural engineering as a profession within civil engineering, have and continue to face an… (more)

Subjects/Keywords: structural engineering; professional practice; raise the bar; framework; masters-level

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Balogh, Z. E. (2012). Structural engineering masters level education framework of knowledge for the needs of initial professional practice. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/71665

Chicago Manual of Style (16th Edition):

Balogh, Zsuzsa Eniko. “Structural engineering masters level education framework of knowledge for the needs of initial professional practice.” 2012. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/71665.

MLA Handbook (7th Edition):

Balogh, Zsuzsa Eniko. “Structural engineering masters level education framework of knowledge for the needs of initial professional practice.” 2012. Web. 13 Apr 2021.

Vancouver:

Balogh ZE. Structural engineering masters level education framework of knowledge for the needs of initial professional practice. [Internet] [Doctoral dissertation]. Colorado State University; 2012. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/71665.

Council of Science Editors:

Balogh ZE. Structural engineering masters level education framework of knowledge for the needs of initial professional practice. [Doctoral Dissertation]. Colorado State University; 2012. Available from: http://hdl.handle.net/10217/71665

12. Kode, Anirudh. Testing of a full-scale mass timber diaphragm.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 Cross Laminated Timber (CLT) has only recently garnered attention as a new building material in the United States. Despite being introduced in Europe nearly 20… (more)

Subjects/Keywords: diaphragm; cross laminated timber; mass timber

Colorado State University is currently conducting this study, which has focused on testing of… …a side view of CLT panels. Figure 1.4 CLT Panels in the laboratory at Colorado State… …University 6 1.2 Earthquakes Earthquakes result in landslides, tsunamis, surface faulting and… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kode, A. (2018). Testing of a full-scale mass timber diaphragm. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/189259

Chicago Manual of Style (16th Edition):

Kode, Anirudh. “Testing of a full-scale mass timber diaphragm.” 2018. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/189259.

MLA Handbook (7th Edition):

Kode, Anirudh. “Testing of a full-scale mass timber diaphragm.” 2018. Web. 13 Apr 2021.

Vancouver:

Kode A. Testing of a full-scale mass timber diaphragm. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/189259.

Council of Science Editors:

Kode A. Testing of a full-scale mass timber diaphragm. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/189259

13. Jennings, Elaina N. Multi-objective community-level sesimic retrofit optimization combining social vulnerability with an engineering framework for community resiliency, A.

Degree: PhD, Civil and Environmental Engineering, 2015, Colorado State University

 This dissertation presents a multi-objective optimization framework for community resiliency by providing decision maker(s) at the local, state, or other government level(s) with an optimal… (more)

Subjects/Keywords: earthquake engineering; social vulnerability; community resiliency; soft-story; retrofit

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jennings, E. N. (2015). Multi-objective community-level sesimic retrofit optimization combining social vulnerability with an engineering framework for community resiliency, A. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/166964

Chicago Manual of Style (16th Edition):

Jennings, Elaina N. “Multi-objective community-level sesimic retrofit optimization combining social vulnerability with an engineering framework for community resiliency, A.” 2015. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/166964.

MLA Handbook (7th Edition):

Jennings, Elaina N. “Multi-objective community-level sesimic retrofit optimization combining social vulnerability with an engineering framework for community resiliency, A.” 2015. Web. 13 Apr 2021.

Vancouver:

Jennings EN. Multi-objective community-level sesimic retrofit optimization combining social vulnerability with an engineering framework for community resiliency, A. [Internet] [Doctoral dissertation]. Colorado State University; 2015. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/166964.

Council of Science Editors:

Jennings EN. Multi-objective community-level sesimic retrofit optimization combining social vulnerability with an engineering framework for community resiliency, A. [Doctoral Dissertation]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166964

14. Do, Trung Quang. Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado State University

 This dissertation focuses on a methodology for performance-based design using fragilities in fluid-structures interaction problems. Two types of fluid-structure interaction problems are investigated in this… (more)

Subjects/Keywords: fatigue; hurricane wave and surge; wind turbine; fragility; elevated coastal structures; performance-based design

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Do, T. Q. (2016). Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/176738

Chicago Manual of Style (16th Edition):

Do, Trung Quang. “Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures.” 2016. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/176738.

MLA Handbook (7th Edition):

Do, Trung Quang. “Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures.” 2016. Web. 13 Apr 2021.

Vancouver:

Do TQ. Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures. [Internet] [Doctoral dissertation]. Colorado State University; 2016. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/176738.

Council of Science Editors:

Do TQ. Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures. [Doctoral Dissertation]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176738

15. Amini, Mohammad Omar. Determination of seismic performance factors for cross laminated timber shear wall system based on FEMA P695 methodology.

Degree: PhD, Civil and Environmental Engineering, 2018, Colorado State University

 Cross Laminated Timber (CLT) was initially introduced in Europe and has recently gained popularity in North America where it is seen as a sustainable alternative… (more)

Subjects/Keywords: earthquake; FEMA P695 methodology; shake table test; experimental wood testing; cross-laminated timber (CLT); seismic performance factors

…States Department of Agriculture Forest Products Laboratory (FPL) and Colorado State… …University - USDA-USFS, 16-JV11111133-036. Until such time as the final report is published, this… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Amini, M. O. (2018). Determination of seismic performance factors for cross laminated timber shear wall system based on FEMA P695 methodology. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/193143

Chicago Manual of Style (16th Edition):

Amini, Mohammad Omar. “Determination of seismic performance factors for cross laminated timber shear wall system based on FEMA P695 methodology.” 2018. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/193143.

MLA Handbook (7th Edition):

Amini, Mohammad Omar. “Determination of seismic performance factors for cross laminated timber shear wall system based on FEMA P695 methodology.” 2018. Web. 13 Apr 2021.

Vancouver:

Amini MO. Determination of seismic performance factors for cross laminated timber shear wall system based on FEMA P695 methodology. [Internet] [Doctoral dissertation]. Colorado State University; 2018. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/193143.

Council of Science Editors:

Amini MO. Determination of seismic performance factors for cross laminated timber shear wall system based on FEMA P695 methodology. [Doctoral Dissertation]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/193143

16. Nozhati, Saeed. Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach.

Degree: PhD, Civil and Environmental Engineering, 2019, Colorado State University

 This dissertation introduces approximate dynamic programming (ADP) techniques to identify near-optimal recovery strategies following extreme natural hazards. The proposed techniques are intended to support policymakers,… (more)

Subjects/Keywords: community resilience; Markov decision process; rollout; food security; approximate dynamic programming; optimal recovery management

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Nozhati, S. (2019). Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/197318

Chicago Manual of Style (16th Edition):

Nozhati, Saeed. “Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach.” 2019. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/197318.

MLA Handbook (7th Edition):

Nozhati, Saeed. “Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach.” 2019. Web. 13 Apr 2021.

Vancouver:

Nozhati S. Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach. [Internet] [Doctoral dissertation]. Colorado State University; 2019. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/197318.

Council of Science Editors:

Nozhati S. Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach. [Doctoral Dissertation]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197318

17. Standohar-Alfano, Christine Diane. Damage analysis and mitigation for wood-frame structures subjected to tornado loading.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado State University

 Tornadoes are one of the most devastating natural hazards that occur in the United States. While there is an average of approximately 1200 tornadoes per… (more)

Subjects/Keywords: hazard analysis; tornado; strengthened construction; fragility

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Standohar-Alfano, C. D. (2016). Damage analysis and mitigation for wood-frame structures subjected to tornado loading. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/173377

Chicago Manual of Style (16th Edition):

Standohar-Alfano, Christine Diane. “Damage analysis and mitigation for wood-frame structures subjected to tornado loading.” 2016. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/173377.

MLA Handbook (7th Edition):

Standohar-Alfano, Christine Diane. “Damage analysis and mitigation for wood-frame structures subjected to tornado loading.” 2016. Web. 13 Apr 2021.

Vancouver:

Standohar-Alfano CD. Damage analysis and mitigation for wood-frame structures subjected to tornado loading. [Internet] [Doctoral dissertation]. Colorado State University; 2016. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/173377.

Council of Science Editors:

Standohar-Alfano CD. Damage analysis and mitigation for wood-frame structures subjected to tornado loading. [Doctoral Dissertation]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/173377


Colorado State University

18. Taggart, Mason. Performance based design of woodframe structures for flooding.

Degree: MS(M.S.), Civil and Environmental Engineering, 2007, Colorado State University

 In 2005 Hurricane Katrina demonstrated how devastating flood waters can be to residential structures. Obviously, life safety of the inhabitants is the most critical issue… (more)

Subjects/Keywords: Wooden-frame houses  – Design and construction; Flood damage prevention  – Research

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Taggart, M. (2007). Performance based design of woodframe structures for flooding. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/82348

Chicago Manual of Style (16th Edition):

Taggart, Mason. “Performance based design of woodframe structures for flooding.” 2007. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/82348.

MLA Handbook (7th Edition):

Taggart, Mason. “Performance based design of woodframe structures for flooding.” 2007. Web. 13 Apr 2021.

Vancouver:

Taggart M. Performance based design of woodframe structures for flooding. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/82348.

Council of Science Editors:

Taggart M. Performance based design of woodframe structures for flooding. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/82348


Colorado State University

19. Namagga, Carolyne Alex. Valuable utilization of spray dryer ash and its performance in structural concrete.

Degree: MS(M.S.), Civil and Environmental Engineering, 2010, Colorado State University

 This research focuses on the valuable utilization of Spray Dryer Ash (SDA) and investigates its performance in concrete for structural and transportation applications. Based on… (more)

Subjects/Keywords: Ash (Combustion product); Reinforced concrete; Cement

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Namagga, C. A. (2010). Valuable utilization of spray dryer ash and its performance in structural concrete. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/37871

Chicago Manual of Style (16th Edition):

Namagga, Carolyne Alex. “Valuable utilization of spray dryer ash and its performance in structural concrete.” 2010. Masters Thesis, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/37871.

MLA Handbook (7th Edition):

Namagga, Carolyne Alex. “Valuable utilization of spray dryer ash and its performance in structural concrete.” 2010. Web. 13 Apr 2021.

Vancouver:

Namagga CA. Valuable utilization of spray dryer ash and its performance in structural concrete. [Internet] [Masters thesis]. Colorado State University; 2010. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/37871.

Council of Science Editors:

Namagga CA. Valuable utilization of spray dryer ash and its performance in structural concrete. [Masters Thesis]. Colorado State University; 2010. Available from: http://hdl.handle.net/10217/37871


Colorado State University

20. Wu, Jun. Reliability-based lifetime performance analysis of long-span bridges.

Degree: PhD, Civil and Environmental Engineering, 2010, Colorado State University

 Long-span bridges generally serve as the significant hub in the transportation system for normal transportation and critical evacuation paths when any disaster happens. Thus, the… (more)

Subjects/Keywords: reliability; fatigue; equivalent dynamic wheel loading approach; cellular automaton traffic model; bridge/traffic/wind interaction; Long-span bridges  – United States  – Testing; Long-span bridges  – United States  – Design and construction; Long-span bridges  – United States  – Reliability; Safety factor in engineering; Structural control (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wu, J. (2010). Reliability-based lifetime performance analysis of long-span bridges. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/44880

Chicago Manual of Style (16th Edition):

Wu, Jun. “Reliability-based lifetime performance analysis of long-span bridges.” 2010. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/44880.

MLA Handbook (7th Edition):

Wu, Jun. “Reliability-based lifetime performance analysis of long-span bridges.” 2010. Web. 13 Apr 2021.

Vancouver:

Wu J. Reliability-based lifetime performance analysis of long-span bridges. [Internet] [Doctoral dissertation]. Colorado State University; 2010. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/44880.

Council of Science Editors:

Wu J. Reliability-based lifetime performance analysis of long-span bridges. [Doctoral Dissertation]. Colorado State University; 2010. Available from: http://hdl.handle.net/10217/44880


Colorado State University

21. Hussein, Assal. Performance assessment of simple blast wall systems.

Degree: PhD, Civil and Environmental Engineering, 2019, Colorado State University

To view the abstract, please see the full text of the document. Advisors/Committee Members: Mahmoud, Hussam N. (advisor), Heyliger, Paul R. (advisor), van de Lindt, John W. (committee member), McLean, David I. (committee member), Mueller, Jennifer L. (committee member).

Subjects/Keywords: eardrums rupture; free-air blast; suicide attacks; fragility analysis; blast test; simple blast wall systems

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hussein, A. (2019). Performance assessment of simple blast wall systems. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/195279

Chicago Manual of Style (16th Edition):

Hussein, Assal. “Performance assessment of simple blast wall systems.” 2019. Doctoral Dissertation, Colorado State University. Accessed April 13, 2021. http://hdl.handle.net/10217/195279.

MLA Handbook (7th Edition):

Hussein, Assal. “Performance assessment of simple blast wall systems.” 2019. Web. 13 Apr 2021.

Vancouver:

Hussein A. Performance assessment of simple blast wall systems. [Internet] [Doctoral dissertation]. Colorado State University; 2019. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/10217/195279.

Council of Science Editors:

Hussein A. Performance assessment of simple blast wall systems. [Doctoral Dissertation]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/195279

.