Earticle

초록

영어

In recent years, with the continuous development of the construction industry, the development of high-rise steel structure growth fast in China. At the same time, it is very important to analyze the structure of these high-rise steel Building, especially the seismic performance analysis. In this paper, the authors analyze the seismic performance of high rise buildings by using finite element modeling, dynamic and static analysis. Through the static analysis of steel structure that combined with dead load, live load and wind load, the result shows that when steel support under the force, the maximum node stress mainly appears in the low-end and the ninth layer, which is located in 19, 22 axis node stress is the largest, respectively as 65.9Mpa, 62.6Mpa, it is safety and within the strength limit. The results can provide a theoretical basis for the seismic design of steel structure buildings

목차

Abstract
 1. Introduction
 2. Finite Element Analysis of Complex High Rise Steel Building
  2.1. Finite Element Theory
  2.2. Typical Element Equilibrium Equation and Stiffness Matrix
 3. Static Analysis of Steel Structure
  3.1. Static Analysis of Steel Structure
  3.2. The Steel Support Force Analysis
 4. Modal Analysis
  4.1. Modal Theory
  4.2 Results Analysis
 5. Conclusions
 References

키워드

저자

• Changhao Zhang [ College of Science, Chang’an University, Xi’an 710064, Shaanxi,China ]
• Jianhu Feng [ College of Science, Chang’an University, Xi’an 710064, Shaanxi,China ]
• Xuntao Wang [ College of Science, Chang’an University, Xi’an 710064, Shaanxi,China ]

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  International Journal of Smart Home

• 간기

  격월간

• pISSN

  1975-4094

• 수록기간

  2008~2016

• 십진분류

  KDC 505 DDC 605