Paper Title:
Construction Process Simulation Analysis for High-Rise Steel Frame Concrete Core-Tube Structure
  Abstract

Construction process simulation analysis for high-rise steel frame concrete core-wall structure is conducted by using ABAQUS .The influences of construction process on axial force of bottom column and vertical differential deformation are discussed , some useful conclusions are obtained and reasonable references are provided for the structure design and construction .

  Info
Periodical
Edited by
Hui Wu, Xiao-Qian Qian, Chong-zhi Li and Fei Li
Pages
432-437
DOI
10.4028/www.scientific.net/KEM.477.432
Citation
Q. X. Ye, Y. X. Zhang, Y. P. Li, "Construction Process Simulation Analysis for High-Rise Steel Frame Concrete Core-Tube Structure", Key Engineering Materials, Vol. 477, pp. 432-437, 2011
Online since
April 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Xiao Hong Li
Abstract:In this paper, the axial elongation of vertical shell and tube heat exchanger with expansion joint are studied based on thetheories of static...
868
Authors: Hong Yuan Tang, Wei Lin
Chapter 1: Structural Engineering
Abstract:This paper uses ANSYS finite element program to do the nonlinear finite element analysis on steel reinforced concrete L-shaped short-shear...
571
Authors: Li Jun Zhou, Ziai Lu, Wen Juan Wang
Chapter 1: Geological and Geotechnical Engineering
Abstract:Pile foundation design has gradually used the super-long pile structure form with the port and offshore engineering construction developing...
471
Authors: Long Ying Zhang, Liang Zong, Yuan Qing Wang, Jun Li
Chapter 5: Bridge and Road Engineering
Abstract:Loukouni bridge is a deck type arch bridge with box section which is a part from the second stage of the 1st national road project of the...
1665
Authors: Cun Hui, Wan Lin Cao, Hong Ying Dong
Chapter 2: Structural Engineering
Abstract:The structural measures about puting the additional energy dissipation plat at the bottom of the CFST columns where bears more stress, was...
620