EVALUATION AND COMPARISON BEHAVIOR OF CORRUGATED STEEL PLATE SHEAR WALLS

Authors

  • MAHMOUD BAYAT "DEPARTMENT OF CIVIL ENGINEERING, TARBIAT MODARES UNIVERSITY, TEHRAN, IRAN" "DEPARTMENT OF CIVIL ENGINEERING, SHOMAL UNIVERSITY, AMOL, IRAN" "DEPARTMENT OF CIVIL ENGINEERING, ISLAMIC AZAD UNIVERSITY, SHIRVAN BRANCH,IRAN"

Keywords:

SINUSOIDAL CORRUGATED PLATE, TRAPEZOIDAL CORRUGATED PLATE, ULTIMATE BEARING, STEEL PLATE SHEAR WALLS

Abstract

IN THIS PAPER, NONLINEAR BEHAVIOR OF STEEL PLATE SHEAR WALL WITH
CORRUGATED PLATE UNDER LATERAL PUSHOVER LOADING IN TOP LEVEL OF
MODELS BY FINITE ELEMENT METHOD HAVE BEEN ANALYTICALLY INVESTIGATED.
THE NUMERICAL ONE STORY FRAMES HAVE BEEN BEAMS AND
COLUMNS AS BOUNDARY ELEMENTS. STEEL PLATE SHEAR WALLS SIMULATED
USING FINITE ELEMENT METHOD, BASED ON THE AVAILABLE EXPERIMENTAL
MODEL IN THE LITERATURE. AFTER CALIBRATION OF THE ANALYTICAL MODELS,
MORE PARAMETERS OF STEEL SHEAR WALL WITH CORRUGATED PLATE SUCH AS
THICKNESS CORRUGATED PLATE, STIFFNESS OF THE BOUNDARY MEMBERS,
CORRUGATION DEPTH IN CORRUGATED PLATES AND CORRUGATION LENGTH
OF INFILL CORRUGATED PLATES ARE INVESTIGATED. THE RESULTS OF THIS
STUDY HAVE DEMONSTRATED THAT IN THE WALL WITH CONSTANT DIMENSIONS,
THE TRAPEZOIDAL PLATS HAVE HIGH-ENERGY DISSIPATION, DUCTILITY,
AND ULTIMATE BEARING THAN SINUSOIDAL WAVES WITH DECREASING
THE STEEL MATERIAL CONSUMPTION.

Downloads

Published

2014-11-11

Issue

Vol. 12 No. 4 (2015)

Section

Articles

License

Authors who publish with this journal agree to the following terms:

 

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License [CC BY] that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).