Author: Eric M. Hines
Publisher:
ISBN:
Category :
Languages : en
Pages : 266
Book Description
Seismic performance of hollow rectangular reinforced concrete piers with highly-confined boundary elements
Seismic Performance of Hollow Rectangular Reinforced Concrete Piers with Highly-confined Boundary Elements Phase III: Web Crushing Tests
Seismic Performance of Hollow Rectangular Reinforced Concrete Piers with Highly-confined Boundary Elements Phase III: Web Crushing Tests
Seismic Performance of Hollow Rectangular Reinforced Concrete Bridge Piers with Confined Corner Elements
Cyclic Tests of Structural Walls with Highly-confined Boundary Elements
Author: Eric Michael Hines
Publisher:
ISBN:
Category : Boundary element methods
Languages : en
Pages : 298
Book Description
Publisher:
ISBN:
Category : Boundary element methods
Languages : en
Pages : 298
Book Description
Understanding the Confined Concrete Behavior on the Response of Hollow Bridge Columns
Author: Xiao Liang (M.S. in Structural Engineering)
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 340
Book Description
In seismic design practice, hollow concrete columns offer an efficient alternative especially for tall bridge columns. The confinement in critical regions of these columns is not well understood and the confinement models developed for solid concrete sections are used to characterize these columns. This report identifies several shortcomings in current practice associated with hollow column design. Using experimental and analytical means, it is shown that the confined concrete behavior in hollow concrete columns is different from that established for solid sections. Recommendations to improve analysis and design of hollow columns are presented with experimental verification. Modification to alter the confinement models developed for solid sections and a design example are also provided.
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 340
Book Description
In seismic design practice, hollow concrete columns offer an efficient alternative especially for tall bridge columns. The confinement in critical regions of these columns is not well understood and the confinement models developed for solid concrete sections are used to characterize these columns. This report identifies several shortcomings in current practice associated with hollow column design. Using experimental and analytical means, it is shown that the confined concrete behavior in hollow concrete columns is different from that established for solid sections. Recommendations to improve analysis and design of hollow columns are presented with experimental verification. Modification to alter the confinement models developed for solid sections and a design example are also provided.
California State Publications
ACI Structural Journal
Structural Testing of the San Francisco-Oakland Bay Bridge East Span Skyway Piers
Dissertation Abstracts International
Author:
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 664
Book Description
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 664
Book Description