Update to ASCE/SEI 41 Concrete Provisions

Author:

Elwood Kenneth J.1,Matamoros Adolfo B.2,Wallace John W.3,Lehman Dawn E.4,Heintz Jon A.5,Mitchell Andrew D.6,Moore Mark A.7,Valley Michael T.8,Lowes Laura N.4,Comartin Craig D.9,Moehle Jack P.10

Affiliation:

1. Dept. of Civil Engineering, University of British Columbia, Vancouver, B.C. V6T 1Z4

2. Dept. of Civil, Environmental and Architectural Engineering, University of Kansas, Lawrence 66045

3. Dept. of Civil & Environmental Engineering, University of California, Los Angeles 90095

4. Dept. of Civil & Environmental Engineering, University of Washington, Seattle 98195

5. Applied Technology Council, 201 Redwood Shores Parkway, Redwood City, CA 94065

6. Degenkolb Engineers, 235 Montgomery Street, San Francisco, CA 94104

7. Forell/Elsesser Engineers, 160 Pine Street, San Francisco, CA 94111

8. Magnusson Klemencic Associates, 1301 Fifth Avenue, Seattle, WA 98101

9. CDComartin, 7683 Andrea Avenue, Stockton, CA 95207

10. Dept. of Civil & Environmental Engineering, University of California, Berkeley 94720

Abstract

A proposed supplement to ASCE/SEI 41 Seismic Rehabilitation of Existing Buildings has been developed for the purpose of updating provisions related to existing reinforced concrete buildings. Based on experimental evidence and empirical models, the proposed supplement includes revisions to modeling parameters and acceptance criteria for reinforced concrete beams, columns, structural walls, beam-column joints, and slab-column frames. The revisions are expected to result in substantially more accurate and, in most cases, more liberal assessments of the structural capacity of concrete components in seismic retrofit projects.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Reference39 articles.

1. ACI 318 , 2005.Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, Mich.

2. ACI 352 , 2002.Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures, ACI 352R-02, American Concrete Institute, Farmington Hills, Mich.

3. ASCE/SEI 41 , 2007.Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, Reston, VA.

4. Barda, F., Hanson, J. M., and Corley, W. G. , 1977. Shear strength of low-rise walls with boundary elements, inReinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, Mich., pp. 149–202.

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