Seismic Analysis of Conventional, Hexagrid and Octagrid Steel Structural Systems

Year : 2024 | Volume :11 | Issue : 01 | Page : 26-41
By

Shaikh Md Yasin

S.A. Bhalchandra

  1. Student Department of Applied Mechanics, Government College of Engineering, Chh.Sambhajinagar (Aurangabad), Maharashtra, India
  2. Professor Department of Applied Mechanics, Government College of Engineering, Chh.Sambhajinagar (Aurangabad), Maharashtra, India

Abstract

The seismic resilience of multi-story buildings in earthquake-prone regions is a critical consideration in
structural engineering. This dissertation presents a comprehensive analysis of the seismic performance
of proposed multi-story buildings with varying heights (G+10, G+15, and G+20) using conventional,
hexagrid, and octagrid structural systems. The study utilizes the Response Spectrum Method under seismic
zone Ⅴ conditions to assess key parameters including storey drift, storey displacement, base shear, and
overturning moment. Through nonlinear dynamic analysis, the seismic response of each structural system
is evaluated, with a focus on categorizing bifurcations based on observed responses. The findings reveal
significant variations in seismic performance among the different structural systems, with the hexagrid
configuration demonstrating superior performance in mitigating seismic loads. The implications of these
findings for seismic-resilient building design and construction practices are discussed, emphasizing the
importance of adopting innovative structural systems to enhance seismic resilience and ensure the safety
of built environments in earthquake-prone regions. This research contributes valuable insights to the field
of structural engineering, informing stakeholders and decision-makers on effective strategies for
mitigating seismic risks and creating safer built environments.

Keywords: Seismic analysis, conventional, octagrid, hexagrid, response spectrum method, multi-story buildings, comparative analysis

[This article belongs to Journal of Structural Engineering and Management(josem)]

How to cite this article: Shaikh Md Yasin, S.A. Bhalchandra. Seismic Analysis of Conventional, Hexagrid and Octagrid Steel Structural Systems. Journal of Structural Engineering and Management. 2024; 11(01):26-41.
How to cite this URL: Shaikh Md Yasin, S.A. Bhalchandra. Seismic Analysis of Conventional, Hexagrid and Octagrid Steel Structural Systems. Journal of Structural Engineering and Management. 2024; 11(01):26-41. Available from: https://journals.stmjournals.com/josem/article=2024/view=0


References

1. Moon KS. Diagrid Structural System for Tall Building: Characteristics and Methodology for
Preliminary Design. ASCE Wiley Interscience. 2007;16:205-230.
2. Jani K. Analysis and Design of Diagrid Structural System for High Rise Steel Buildings. Elsevier.
2013;51:92-100.
3. Jani KD. Design of Diagrid Structural System for High Rise Steel Buildings as per Indian
Standards. ASCE. 2013;1070:82-92.
4. Taranath SD. Comparative Study of Pentagrid and Hexagrid Structural System for Tall Building.
ResearchGate. 2014;1(2):10-15.
5. Milana G. Ultimate Capacity of Diagrid Systems for Tall Buildings in Nominal Configuration and
Damaged State. Periodica Polytechnica Civil Engineering Conference. 2015.
6. Mathews MRM. A Study on the Seismic Performance of Hexagrid System with Different Patterns.
Applied Mechanics and Materials. 2016-11-15;857:30-35.
7. Kamath K. An Analytical Study on Performance of a Diagrid Structure using Nonlinear Static
Pushover Analysis. Elsevier. 2016-4-20;8:90-92.
8. Saputra DHS. Effectiveness of Diagrid Steel Structure System in High Buildings. Journal of
Infrastructure. 2016;5(2):93-98.
9. Mashhadiali N. Quantification of the Seismic Performance Factors of Steel Hexagrid Structures.
Elsevier. 2019;157:82-92.
10. Babhulkar S. Comparative Study of Seismic Behavior of Diagrid Structure with Conventional
Structure. IOP Conf. Ser.: Mater. Sci. Eng. 2021;1197:012049.
11. IS875 (Part-1):1987. Code of Practice for Design of Loads of Building & Structures Part-I. Dead
Loads. Bureau of Indian Standards, New Delhi.
12. IS875 (Part-II):1987. Code of Practice for Design of Loads of Building & Structures Part-II. Live
Loads. Bureau of Indian Standards, New Delhi.
13. IS 1893:2016(Part-1). Criteria for Earthquake Resistant Design of Structures sixth revision. Bureau
of Indian Standards, New Delhi.
14. IS 13920:2016. Ductile Design and Detailing of Reinforced Concrete Structures Subjected to
Seismic Forces Code of Practice First Revision. Bureau of Indian Standards, New Delhi.


Regular Issue Subscription Original Research
Volume 11
Issue 01
Received April 24, 2024
Accepted May 3, 2024
Published May 4, 2024

function myFunction2() {
var x = document.getElementById(“browsefigure”);
if (x.style.display === “block”) {
x.style.display = “none”;
}
else { x.style.display = “Block”; }
}
document.querySelector(“.prevBtn”).addEventListener(“click”, () => {
changeSlides(-1);
});
document.querySelector(“.nextBtn”).addEventListener(“click”, () => {
changeSlides(1);
});
var slideIndex = 1;
showSlides(slideIndex);
function changeSlides(n) {
showSlides((slideIndex += n));
}
function currentSlide(n) {
showSlides((slideIndex = n));
}
function showSlides(n) {
var i;
var slides = document.getElementsByClassName(“Slide”);
var dots = document.getElementsByClassName(“Navdot”);
if (n > slides.length) { slideIndex = 1; }
if (n (item.style.display = “none”));
Array.from(dots).forEach(
item => (item.className = item.className.replace(” selected”, “”))
);
slides[slideIndex – 1].style.display = “block”;
dots[slideIndex – 1].className += ” selected”;
}