TECHNICAL PAPERS
Jan 1, 1984

Charts for Seismic Design of Frame‐Wall Systems

Publication: Journal of Structural Engineering
Volume 110, Issue 1

Abstract

Charts are presented for the seismic design by the response spectrum method of fixed‐base multistory buildings consisting of solid shear walls and frames, symmetrically arranged in plan and having constant properties along the height. The building is treated as a continuum with the frames modeled as a single shear beam, and the first three normal modes of the building are utilized for evaluating various modal responses, namely, the bending moments and the shear forces in the wall, the shear force in the frame and also the top deflection, the contribution of only the fundamental mode being considered for the last named response. The charts present the distributions of the modal moments and shears along the height of the building, which should allow the quantity of reinforcements to be varied for achieving economy. The results are presented for practical values of the nondimensional parameter which incorporates all the geometric and material properties governing the behavior of the system. The use of the design charts is illustrated by an example of a 15 story building.

Get full access to this article

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

References

1.
Basu, A. K., Nagpal, A. K., and Nagar, A. K., “Dynamic Characteristics of Frame‐Wall Systems,” Journal of the Structural Division, ASCE, Vol. 108, No. ST6, June, 1982, pp. 1201–1218.
2.
Basu, A. K., and Nagpal, A. K., “Frame‐Wall Systems with Rigidly Jointed Link Beams,” Journal of the Structural Division, ASCE, Vol. 106, No. ST5, Proc. Paper 15426, May, 1980, pp. 1175–1190.
3.
Basu, A. K., and Nagpal, A. K., “Lateral Stiffness Matrix of Plane Frame‐Wall Systems,” The Bridge and Structural Engineers, New Delhi, India, Vol. 4, No. 1, 1974, pp. 9–23.
4.
Heidebrecht, A. C., and Smith Stafford, B., “Approximate Analysis of Tall Wall‐Frame Structures,” Journal of the Structural Division, ASCE, Vol. 99, No. ST2, Proc. Paper 9550, Feb., 1973, pp. 199–221.
5.
Indian Standards Institution, “Criteria for Earthquake Resistant Design of Structures,” Third ed., IS 1893–1975, New Delhi, 1976.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 1January 1984
Pages: 31 - 46

History

Published online: Jan 1, 1984
Published in print: Jan 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Amiya K. Basu, F. ASCE
Prof. of Civ. Engrg., Indian Inst. of Tech., New Delhi, India, (presently with Brown and Root, (UK), Ltd., London, England)
Ashok K. Nagpal
Asst. Prof., Indian Inst. of Tech., Delhi, India
Surinder Kaul
Former student, Indian Inst. of Tech., Delhi, India

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