Development and programming of sismic resistant types BFP and RBS connections according to ANSI/AISC 358-16

Authors

DOI:

https://doi.org/10.13140/RG.2.2.14002.50888

Keywords:

pre-qualified connection, interactive design, ANSI / AISC 358-16

Abstract

Steel connections are a fundamental part in the design and construction process of metal structures. Making this connections design becomes an extensive mathematical procedure, which would generate delays manually due to the number of iterations necessary to obtain an adequate result. There are commercial programs that perform these procedures in an automated way, but their licenses tend to be very expensive, and emphasizing the above, this work has the purpose of creating a free and easy to use software for the design of BFP and RBS connections according to the guidelines established by the ANSI / AISC standard 358-2016. In addition, at the same time incorporate an additional tool for the teaching of matters related to connections in steel structures. The software is accompanied by a user manual that describes step by step some common examples of calculation, which can be used to teach the use of software. The results obtained by the program were compared with exercises developed by other authors, reflecting quite low percentages of difference and with them the acceptance of the results obtained with the program

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Author Biographies

Gino Pannillo, Universidad Centroccidental Lisandro Alvarado. Venezuela

Research Professor at the Centroccidental Lisandro Alvarado University. Venezuela. Civil engineer. Mail: gino.pannillo@ucla.edu.ve

María Chacón, Universidad Centroccidental Lisandro Alvarado. Venezuela

Centroccidental Lisandro Alvarado University. Venezuela. Civil engineer. Mail: majochr4@gmail.com

Héctor Riera, Universidad Centroccidental Lisandro Alvarado. Venezuela

Centroccidental Lisandro Alvarado University. Venezuela. Civil engineer. Email: hecriera@gmail.com

References

M. Bruneau, C.-M. Uang y R. Sabelli, «Ductile Design of Steel Structures», New York: McGraw-Hill, 2011

A. S. Elnashai y L. Di Sarno, «Fundamentals of Earthquake Engineering», Londres: Wiley, 2008

V. Gioncu y F. M. Mazzolani, «Seismic Design of Steel Structures», New York: CRC Press, 2014

FEMA 350, «Recommended seismic design criteria for new steel moment-frame buildings» Federal Emergency Management Agency, California, EEUU, 2000

ANSI/AISC 358-16, «Prequaliied Connections For Special and Intermediate Steel Moment Frames for Seismic Applications», American Institute of Steel Construction, Chicago, 2016

S. Vinnakota, «Estructuras de acero: Comportamiento y LRFD», Mexico: McGraw-Hill, 2006

F. J. Crisafulli, «Diseño Sismorresistente de Construcciones de Acero», Santiago de Chile: Asociación Latinoamericana del Acero- Alacero, 2014

ANSI/AISC 341-16, «Seismic Provisions for Structural Steel Buildings», American Institute of Steel Construction, Chicago, 2016

E. Hernández y C. Kotzer, «Seminario de diseño de conexiones sismorresistente a momento tipo BFP y RBS, conforme a la normativa ANSI/ AISC 358», Inesa Adiestramiento C.A, Caracas, 2015

Gino Pannillo, María Chacón, Héctor Riera

Published

2018-07-11

How to Cite

Pannillo, G., Chacón, M., & Riera, H. (2018). Development and programming of sismic resistant types BFP and RBS connections according to ANSI/AISC 358-16. Gaceta Técnica, 19(2), 51-68. https://doi.org/10.13140/RG.2.2.14002.50888

Issue

Section

Research articles