Design Procedure for Dual-Plate Composite Shear Walls

Design Procedure for Dual-Plate Composite Shear Walls

To address the need for a rapidly-constructable core-wall system that will avoid the use of time-consuming climbing forms and significantly shorten the time required to construct core walls in multi-story buildings.

• Grant Details

  Project

  Design Procedure for Dual-Plate Composite Shear Walls

  Grantee

  Purdue University

  Category

  Steel

  Subcategory

  SpeedCore

  Grant #

  06-06

  Award Amount

  $338,000

  Grant Period

  September 2006 - October 2009

  Grant Status

  Complete

  Principal Investigators

  Professors Mike Kreger and Mark Bowman

  Industry Champions

  Ron Klemencic, President, MKA Associates

• Resources / Downloads

  • Behavior and Design of Earthquake-Resistant Dual-Plate Composite Shear Wall Systems, 2013

• Related Research

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  • 05-17 R-Factors for Coupled Composite Plate Shear Walls-Concrete Filled (Coupled-CPSW/CF)
  • 06-16 Seismic and Wind Behavior and Design of Coupled CF-CPSW Core Walls for Steel Buildings
  • 03-06 Corrugated Sheet Steel Shear Walls