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E. Spacone - Nonlinear pushover analysis of reinforced concrete structures.pdf

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E. Spacone - Nonlinear pushover analysis of reinforced concrete structures.pdf

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E. Spacone - Nonlinear pushover analysis of reinforced concrete structures.pdf

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文档介绍:FINAL REPORT
Colorado Advanced Software Institute





NONLINEAR PUSHOVER ANALYSIS
OF REINFORCED CONCRETE STRUCTURES





Principal Investigator: Enrico Spacone, .
Assistant Professor
Department of Civil, Env. and
Arch. Engineering
University of Colorado, Boulder
Graduate Student Russel Martino, MS student
Department of Civil, Env. and
Arch. Engineering
University of Colorado, Boulder
pany Greg Kingsley, ., .
Principal
KL&A of Colorado
Golden, Colorado
PANY RELEASE PAGE



Project Title: NONLINEAR PUSHOVER ANALYSIS
OF REINFORCED CONCRETE
STRUCTURES
Principal Investigator: Enrico Spacone, .
University: University of Colorado, Boulder
pany: KL&A of Colorado
pany Representative: Greg Kingsley, ., .


As authorized representative of the pany, I have reviewed this report
and approve it for release to the Colorado Advanced Software Institute.



__________________________________ _________________
Signature Date
TABLE OF CONTENTS
CHAPTERS
I INTRODUCTION ............................................................................................... 1
I-A Background ................................................................................................. 1
I-B Objectives.................................................................................................... 2
II THE NON – LINEAR STATIC PUSHOVER ANALYSIS PROCEDURE.... 4
II-A Definition of the Non – Linear Static Procedure......................................... 4
II-B Performing the Non – Linear Static Procedure............................................ 6
II-B-1 Vertical Distribution of Lateral Loads .......................................... 6
II-B-2 Building Performance Level ......................................................... 8
II-B-3 Calculation of the Seismic Hazard................................................ 9
II-B-4 Calculation