Skip to main content

Case School of Engineering

Secondary Menu

  • Students
  • Faculty & Staff
  • Alumni
  • Employers
  • Search
Enter the terms you wish to search for.
Enter the terms you wish to search for.

Main navigation

  • About
    • Our School
    • Faculty and Staff Directory
    • Meet the Dean
    • News
    • Community Outreach
    • Contact Us
  • Academics
    • Undergraduate
    • Graduate
    • Departments
  • Research
    • Centers and Institutes
  • Student Life
    • Student Groups
    • Peer Advising
    • Co-Op Program
    • Global Opportunities
    • Case Advancement Fellows
    • Student Support Offices
  • Give

Secondary Menu

  • Students
  • Faculty & Staff
    • Faculty and Staff Awards
  • Alumni
  • Employers
    • Supervising and Mentoring Co-Op Students
  • Search

Confinement of brick masonry columns with SRG jackets

  • Read more about Confinement of brick masonry columns with SRG jackets

Bond analysis of FRCM strengthened masonry subjected to salt attack

  • Read more about Bond analysis of FRCM strengthened masonry subjected to salt attack

An overview of the design approach to strengthen existing reinforced concrete structures with SRG

  • Read more about An overview of the design approach to strengthen existing reinforced concrete structures with SRG

Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach

  • Read more about Three-Dimensional Numerical Modeling of Single-Lap Direct Shear Tests of FRCM-Concrete Joints Using a Cohesive Damaged Contact Approach

Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints

  • Read more about Estimation of a matrix-fiber interface cohesive material law in FRCM-concrete joints

Effects of rising damp and salt crystallization cycles in FRCM-masonry interfacial debonding: Towards an accelerated laboratory test method

  • Read more about Effects of rising damp and salt crystallization cycles in FRCM-masonry interfacial debonding: Towards an accelerated laboratory test method

Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas

  • Read more about Flexural behaviour of RC members strengthened with FRCM: State-of-the-art and predictive formulas

Numerical modeling of FRP strips bonded to a masonry substrate

  • Read more about Numerical modeling of FRP strips bonded to a masonry substrate

Fracture & Deterioration: Interaction between Fracturing, Scaling, Aging, and Deterioration Phenomena in Concrete Structures

  • Read more about Fracture & Deterioration: Interaction between Fracturing, Scaling, Aging, and Deterioration Phenomena in Concrete Structures

Salt-Induced Deterioration on FRP-Brick Masonry Bond

  • Read more about Salt-Induced Deterioration on FRP-Brick Masonry Bond

Pagination

  • First page « First
  • Previous page ‹ Previous
  • …
  • Page 298
  • Page 299
  • Page 300
  • Page 301
  • Current page 302
  • Page 303
  • Page 304
  • Page 305
  • Page 306
  • …
  • Next page Next ›
  • Last page Last »
Subscribe to
Case Western Reserve University Logo with Tagline
© 2024 Case Western Reserve University
10900 Euclid Ave. Cleveland, Ohio 44106
216.368.2000
Legal Notice | Privacy Policy
Title IX Notice of Non-Discrimination
map marker

Case School of Engineering
Campus Location:
Nord Hall
2095 Martin Luther King Jr Dr
Rm 500
Cleveland, OH 44106

Mailing Address:
10900 Euclid Ave.
Cleveland, Ohio 44106-7148

Phone: 216.368.4436

Social Media

  • Facebook
  • Instagram
  • Twitter
  • LinkedIn

CWRU Links

  • Apply to CWRU
  • Give Now
  • Visit Campus
  • University Directory