Download presentation

Presentation is loading. Please wait.

Published byMia Weeks Modified over 4 years ago

1
© 2011 Bentley Systems, Incorporated Rakesh Pathak, Ph.D., Software Research Engineer SOURCES OF NONLINEAR DEFORMATIONS IN LIGHT FRAME WOOD SHEAR WALLS

2
© 2011 Bentley Systems, Incorporated 2 | WWW.BENTLEY.COM Physical Description Simplified Deflection Formula Analytical Model Revisiting basics of Virtual Work Parametric Study Summary and Conclusions PRESENTATION OUTLINE

3
© 2011 Bentley Systems, Incorporated 3 | WWW.BENTLEY.COM SHEAR WALL: DESCRIPTION

4
© 2011 Bentley Systems, Incorporated 4 | WWW.BENTLEY.COM SHEAR WALL: DEFLECTION FORMULA

5
© 2011 Bentley Systems, Incorporated 5 | WWW.BENTLEY.COM FINITE ELEMENT MODELING

6
© 2011 Bentley Systems, Incorporated 6 | WWW.BENTLEY.COM FINITE ELEMENT MODELING: NAIL PROPERTY

7
© 2011 Bentley Systems, Incorporated 7 | WWW.BENTLEY.COM Virtual work is defined as the work done by either virtual forces acting through real displacement or by real forces acting through virtual displacement VIRTUAL WORK: LINEAR APPLICATION

8
© 2011 Bentley Systems, Incorporated 8 | WWW.BENTLEY.COM VIRTUAL WORK: NONLINEAR APPLICATION

9
© 2011 Bentley Systems, Incorporated 9 | WWW.BENTLEY.COM 8 ft x 8 ft Nail Type Nail Spacing Panels Frames 36 combinations PARAMETRIC STUDY: DESCRIPTION

10
© 2011 Bentley Systems, Incorporated 10 | WWW.BENTLEY.COM PARAMETRIC STUDY: NONLINEAR VIRTUAL WORK VERIFICATION

11
© 2011 Bentley Systems, Incorporated 11 | WWW.BENTLEY.COM PARAMETRIC STUDY: FRAME CONTRIBUTION

12
© 2011 Bentley Systems, Incorporated 12 | WWW.BENTLEY.COM PARAMETRIC STUDY: PANEL CONTRIBUTION

13
© 2011 Bentley Systems, Incorporated 13 | WWW.BENTLEY.COM PARAMETRIC STUDY: NAIL CONTRIBUTION

14
© 2011 Bentley Systems, Incorporated 14 | WWW.BENTLEY.COM PARAMETRIC STUDY: TOTAL DEFLECTION

15
© 2011 Bentley Systems, Incorporated 15 | WWW.BENTLEY.COM This paper presents nonlinear virtual work application study for the first time. Displacement contribution from framing elements is found to be nonlinear and not linear as specified in IBC. Displacement contribution from panels elements matches well with IBC. Displacement contribution from nails between finite element model and IBC. are found to be very different. Nails in finite element models were observed to carry more load compared to IBC specified Table. SUMMARY AND CONCLUSIONS

16
© 2011 Bentley Systems, Incorporated 16 | WWW.BENTLEY.COM IBC inelastic drift is found to be conservative for all the models when compared with Finite Element results. The parametric study shows some differences between IBC and finite element results Wood Diaphragm flexibility calculation may get affected in certain scenarios but further study is needed as similar differences there may offset the error in flexibility calculations. SUMMARY AND CONCLUSIONS

Similar presentations

OK

Overview of Direct Analysis Method of Design for Stability

Overview of Direct Analysis Method of Design for Stability

© 2018 SlidePlayer.com Inc.

All rights reserved.

To make this website work, we log user data and share it with processors. To use this website, you must agree to our Privacy Policy, including cookie policy.

Ads by Google