Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32759
Design Application Procedures of 15 Storied 3D Reinforced Concrete Shear Wall-Frame Structure

Authors: H. Nikzad, S. Yoshitomi

Abstract:

This paper presents the design application and reinforcement detailing of 15 storied reinforced concrete shear wall-frame structure based on linear static analysis. Databases are generated for section sizes based on automated structural optimization method utilizing Active-set Algorithm in MATLAB platform. The design constraints of allowable section sizes, capacity criteria and seismic provisions for static loads, combination of gravity and lateral loads are checked and determined based on ASCE 7-10 documents and ACI 318-14 design provision. The result of this study illustrates the efficiency of proposed method, and is expected to provide a useful reference in designing of RC shear wall-frame structures.

Keywords: Structural optimization, linear static analysis, ETABS, MATLAB, RC shear wall-frame structures.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.2576934

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 882

References:


[1] Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (ACI 318-RM-14)
[2] Moehle, Jack P., Ghodsi, Tony, Hooper, John D., Fields, David C., and Gedhada, Rajnikanth (2011). “Seismic design of cast-in-place concrete special structural walls and coupling beams: A guide for practicing engineers,” NEHRP Seismic Design Technical Brief No. 6, produced by the NEHRP Consultants Joint Venture, a partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, for the National Institute of Standards and Technology, Gaithersburg, MD, NIST GCR 11-917-11REV-1.
[3] Minimum design loads for buildings and other structures. p. cm. “ASCE Standard ASCE/SEI 7-10.”
[4] Recommendations for Seismic Design of Reinforced Concrete Wall Buildings Based on Studies of the 2010 Chile Earthquake, Applied Technology Council, Redwood City, California, 2014.
[5] H. Nikzad, S. Yoshitomi “Structural Optimization Method for 3D Reinforced Concrete Building Structure with Shear Wall” World Academy of Science, Engineering and Technology International Journal of Civil and Environmental Engineering Vol:11, No:9, 2017 http://scholar.waset.org/1307-6892/10008455
[6] H. Nikzad, S. Yoshitomi “Practical Design Procedures of 3D Reinforced Concrete Shear Wall-Frame Structure Based on Structural Optimization Method” International Science Index, Urban and Civil Engineering Vol:12, No:6, 2018 waset.org/Publication/10009300, http://scholar.waset.org/1307-6892/10009300
[7] Wight, James K. Reinforced concrete mechanics and design / James K. Wight, F.E. Richart, Jr., James G. Macgregor. – 6th ed. p. cm..
[8] NEHRP (National Earthquake Hazards Reduction Program) Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P-750) 2009 Edition
[9] Shear Wall Design Manual ACI 318-14 For ETABS® 2016, Computers & Structures, Inc. http://www.csiamerica.com/