Performance and capacity assessment of reinforced concrete bridge piers considering the current load and resistance factor design provisions and plastic hinge length in Kansas : [technical summary].

Esmaeily, Asad; Shirmohammadi, Fatemeh; Kansas State University. Transportation Center

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Performance and capacity assessment of reinforced concrete bridge piers considering the current load and resistance factor design provisions and plastic hinge length in Kansas : [technical summary].

2014-05-01
By Esmaeily, Asad ; Shirmohammadi, Fatemeh

[PDF-128.04 KB]

English

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Details:

Creators:

Esmaeily, Asad ; Shirmohammadi, Fatemeh

Esmaeily, Asad ; Shirmohammadi, Fatemeh Less -
Corporate Creators:

Kansas State University. Transportation Center
Subject/TRT Terms:

[+]

Bridge Design Bridge Piers Earthquake Resistant Design Hinges Load Factor Performance Measurement Reinforced Concrete Bridges Retrofitting Serviceability Shear Strength
Publication/ Report Number:

KSU-11-5
Resource Type:

Brief
Geographical Coverage:

Kansas
Corporate Publisher:

Kansas. Dept. of Transportation
Abstract:

Kansas Department of Transportation (KDOT) has implemented the new AASHTO

LRFD provisions in the state specific LRFD design procedure (KDOT-LRFD). There

have been some significant updates in new version of AASHTO-LRFD (2010), compared

to previous versions of the code. Most of the existing bridges constructed before the

new provisions, have been designed and constructed based on the old provisions. In

the study reported here, these changes have been assessed against the latest pertinent

research. Also, adequacy of the bridges designed and constructed based on the old code

has been studied by analyzing several representative bridge columns from two main

different categories.
Format:

PDF
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:3f0f8931b70b270ebadd52d56a433bc3afa25830690d7ff58a8eb49f25e74094
Download URL:

https://rosap.ntl.bts.gov/view/dot/27417/dot_27417_DS1.pdf
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Performance and capacity assessment of reinforced concrete bridge piers considering the current load and resistance factor design provisions and plastic hinge length in Kansas : [technical summary].

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