Fiber Element for Cyclic Bending and Shear of RC Structures. II: VerificationSource: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 009Author:Marco Petrangeli
DOI: 10.1061/(ASCE)0733-9399(1999)125:9(1002)Publisher: American Society of Civil Engineers
Abstract: The fiber beam element with shear modeling developed in the companion paper is calibrated and verified by comparison with test data. The verification is carried out for the material constitutive behavior and for single beam and column elements using available test results from literature. A structural analysis of a shear sensitive viaduct pier subjected to ground input motion is presented. Details of the algebraic expressions used for the concrete and steel constitutive behaviors are provided.
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contributor author | Marco Petrangeli | |
date accessioned | 2017-05-08T22:39:02Z | |
date available | 2017-05-08T22:39:02Z | |
date copyright | September 1999 | |
date issued | 1999 | |
identifier other | %28asce%290733-9399%281999%29125%3A9%281002%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85058 | |
description abstract | The fiber beam element with shear modeling developed in the companion paper is calibrated and verified by comparison with test data. The verification is carried out for the material constitutive behavior and for single beam and column elements using available test results from literature. A structural analysis of a shear sensitive viaduct pier subjected to ground input motion is presented. Details of the algebraic expressions used for the concrete and steel constitutive behaviors are provided. | |
publisher | American Society of Civil Engineers | |
title | Fiber Element for Cyclic Bending and Shear of RC Structures. II: Verification | |
type | Journal Paper | |
journal volume | 125 | |
journal issue | 9 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(1999)125:9(1002) | |
tree | Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 009 | |
contenttype | Fulltext |