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Filtering by: Alternative title ssim Extension bulletin 225 Remove constraint Alternative title ssim: Extension bulletin 225 Contributor Barbosa, Andre R. Remove constraint Contributor: Barbosa, Andre R.

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Seismic Retrofit of Square Reinforced Concrete Bridge Columns using Titanium Alloy Bars

Creator:

Shrestha, Sharoo

Abstract:

There are many aging bridges in service in the US and around the world that were not constructed to modern seismic design codes and standards. As a result, they are expected to perform poorly during intense earthquake ground shaking. Older reinforced concrete (RC) bridges, in particular, are often supported on...

Resource Type:

Dissertation

Full Text:

................................................. 52 3.32 – (a) TiAB ligament dimensions with 90° hooked end, (b) Surface deformations on extension
The Fundamental Behavior of Timber-Concrete Composite Floors in Fire

Creator:

Shephard, Annabel B.

Abstract:

Timber-concrete composite (TCC) floors have improved strength and stiffness when compared to timber-only floors, allowing for longer spans in buildings and improved life safety. However, North America does not have codes and standards that recognize TCC floors, particularly the improved life safety performance of these floors in fire. Therefore, alternate...

Resource Type:

Masters Thesis
Performance of High-Strength Steel Reinforcement in Shear Friction Applications

Creator:

Matus Casanova, Nicolas A.

Abstract:

The use of high strength steel reinforcement has the potential to provide economic and constructability benefits when used in reinforced concrete structures. However, more research is needed to justify and confidently allow its use. Current design provisions limit the nominal yield strength of reinforcing steel bars to 60 ksi (420...

Resource Type:

Masters Thesis
Multi-Scale Dynamic Monitoring and Behavior of Cross-Laminated Timber Elements and Systems

Creator:

Mugabo, Ignace

Abstract:

Cross-Laminated Timber (CLT) is one of the latest engineered wood products to show promising structural features for a variety of structural purposes including resisting lateral loads. For CLT to be widely adopted, its modal behavior needs to be fully evaluated through experimental and numerical methods. It is important to the...

Resource Type:

Dissertation

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Academic Affiliation

Civil and Construction Engineering2
School of Civil and Construction Engineering2
Wood Science and Engineering2

Advisor

Barbosa, Andre R.3
Fischer, Erica C.1
Higgins, Christopher C.1
Riggio, Mariapaola1
Sinha, Arijit1
more Advisors »

Commencement Year

Commencement Year range begin – Commencement Year range end

Current results range from 2019 to 2021

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Committee Member

Barbosa, Andre R.1
Gupta, Rakesh1
Higgins, Christopher C.1
Hutchings, Jennifer1
Liu, Judy1
more Committee Members »

Creator

Matus Casanova, Nicolas A.1
Mugabo, Ignace1
Shephard, Annabel B.1
Shrestha, Sharoo1

Contributor

Barbosa, Andre R.[remove]4
Fischer, Erica C.1
Higgins, Christopher C.1
Riggio, Mariapaola1
Sinha, Arijit1
more Contributors »

Date

Date range begin – Date range end

Current results range from 2018 to 2020

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Decade

2020-20291
2010-20193

Degree Field

Civil Engineering4
Wood Science2

Degree Level

Doctoral2
Master's2

Degree Name

Doctor of Philosophy (Ph.D.)2
Master of Science (M.S.)2

Language

English [eng]4

License

All rights reserved4

Peer Reviewed

No4

Resource Type

Dissertation2
Masters Thesis2

Rights Statement

In Copyright4

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