TECHNICAL PAPERS
Jun 1, 1994

Seismic‐Resistant Special Truss‐Moment Frames

Publication: Journal of Structural Engineering
Volume 120, Issue 6

Abstract

This paper presents a new design concept and procedure for seismic resistant special truss‐moment frames, which have been validated by full‐scale tests on full‐span truss‐column subassemblages. The new design concept results in increased economy and excellent inelastic response with stable hysteretic behavior of the special trusses in moment frames when subjected to severe earthquake motions. The new concept also has an added advantage that the structure can be retrofitted after a major earthquake by simply replacing the damaged web members in the special segments of floor trusses. The proposed system is an excellent and efficient seismic resistant framing system for building structures.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Goel, S. C., and Itani, A. M. (1994). “Seismic behavior of open web truss moment frames.” J. Struct. Div., ASCE, 120(6), 1763–1780.
2.
Hanson, R., Martin, H., and Martinez‐Romero, E. (1986). “Performance of steel structures in the September 19 and 20, 1985 Mexico City earthquakes.” Proc., Nat. Engrg. Conf., American Institute of Steel Construction, June 12–14.
3.
Itani, A. M., and Goel, S. C. (1991). “Earthquake resistance of open web framing systems.” Res. Report No. UMCE 91‐21, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
4.
Jain, A. K., and Goel, S. C. (1978). “Hysteresis model for steel members subjected to cyclic buckling and cyclic end moments and buckling—user's guide for EL9 and EL10 of DRAIN‐2D.” Res. Report No. UMCE78R6, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
5.
Manual of steel construction, load and resistance factor design. (1986). American Institute of Steel Construction, Chicago, Ill.
6.
Uniform building code. (1988). International Conference of Building Officials, Whitier, Calif.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 120Issue 6June 1994
Pages: 1781 - 1797

History

Received: Oct 13, 1992
Published online: Jun 1, 1994
Published in print: Jun 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Subhash C. Goel, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, MI 48109
Ahmad M. Itani, Associate Member, ASCE
Former Doctoral Student, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, MI 48109

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share