Second order analysis technique for nonprismatic bridge piers

Anibal A. Manzelli; Issam E. Harik

Second order analysis technique for nonprismatic bridge piers

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

An approximate second order method is presented for the analysis and design of cantilever compression members. Prismatic members with nonconstant reinforcement, and nonprismatic members can be treated by this technique. The formulation takes into account the effects of creep, foundation rotation and out-of-plumbness.

Original language	English
Title of host publication	Mechanics Computing in 1990's and Beyond
Editors	Hojjat Adeli, Robert L. Sierakowski
Pages	892-896
Number of pages	5
State	Published - 1991
Event	ASCE Engineering Mechanics Specialty Conference - Columbus, OH, USA Duration: May 20 1991 → May 22 1991

Publication series

Name	Mechanics Computing in 1990's and Beyond

Conference

Conference	ASCE Engineering Mechanics Specialty Conference
City	Columbus, OH, USA
Period	5/20/91 → 5/22/91

ASJC Scopus subject areas

General Engineering

Cite this

@inproceedings{15ddb800441244efb235de16b56995c0,

title = "Second order analysis technique for nonprismatic bridge piers",

abstract = "An approximate second order method is presented for the analysis and design of cantilever compression members. Prismatic members with nonconstant reinforcement, and nonprismatic members can be treated by this technique. The formulation takes into account the effects of creep, foundation rotation and out-of-plumbness.",

author = "Manzelli, {Anibal A.} and Harik, {Issam E.}",

year = "1991",

language = "English",

isbn = "0872628043",

series = "Mechanics Computing in 1990's and Beyond",

pages = "892--896",

editor = "Hojjat Adeli and Sierakowski, {Robert L.}",

booktitle = "Mechanics Computing in 1990's and Beyond",

note = "ASCE Engineering Mechanics Specialty Conference ; Conference date: 20-05-1991 Through 22-05-1991",

}

TY - GEN

T1 - Second order analysis technique for nonprismatic bridge piers

AU - Manzelli, Anibal A.

AU - Harik, Issam E.

PY - 1991

Y1 - 1991

N2 - An approximate second order method is presented for the analysis and design of cantilever compression members. Prismatic members with nonconstant reinforcement, and nonprismatic members can be treated by this technique. The formulation takes into account the effects of creep, foundation rotation and out-of-plumbness.

AB - An approximate second order method is presented for the analysis and design of cantilever compression members. Prismatic members with nonconstant reinforcement, and nonprismatic members can be treated by this technique. The formulation takes into account the effects of creep, foundation rotation and out-of-plumbness.

UR - http://www.scopus.com/inward/record.url?scp=0025899771&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0025899771&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0025899771

SN - 0872628043

T3 - Mechanics Computing in 1990's and Beyond

SP - 892

EP - 896

BT - Mechanics Computing in 1990's and Beyond

A2 - Adeli, Hojjat

A2 - Sierakowski, Robert L.

T2 - ASCE Engineering Mechanics Specialty Conference

Y2 - 20 May 1991 through 22 May 1991

ER -

Second order analysis technique for nonprismatic bridge piers

Abstract

Publication series

Conference

ASJC Scopus subject areas

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