OPTIMIZATION OF PLACEMENT OF RESPONSE CONTROL DAMPER ON PLANE OF HIGH-RISE BUILDING STRUCTURE USING ESO METHOD

In the recent years, people begin to concern more about the development of new energy source, because of the global economic development and more stringent environmental requirements. The wind power is rapidly developed for its low price and it’s friendly to environment and the wind energy and building integration also becomes a very important mode to develop new energy sources. The wind driven generator and high-rise building structure were integrated, and ANSYS was used to complete the static analysis of the equivalent dead load action of high-rise building with wind driven generator under six different wind pressure. By comparing the results of the calculations, the feasibility of the wind energy and building integration was initially verified.

Download Full-text

High-Rise Building Structure

Technical Code for Monitoring of Building Structures ◽

10.1007/978-981-15-1049-6_6 ◽

2019 ◽

pp. 25-29 ◽

Cited By ~ 1

Author(s):

Yang Yang

Keyword(s):

Building Structure ◽

High Rise ◽

High Rise Building

Download Full-text

The Conceptual Design of High-Rise Structures

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.99-100.46 ◽

2011 ◽

Vol 99-100 ◽

pp. 46-50

Author(s):

Ming Chen Xue ◽

Yong Sheng Zhao

Keyword(s):

Conceptual Design ◽

Structure Design ◽

Building Structures ◽

Building Structure ◽

Structural System ◽

Seismic Line ◽

High Rise ◽

High Rise Building

In this paper, the contents, meaning and importance of conceptual design in the high-rise building structure design are explored from the following respects: structural system, facade layout and multi-channel seismic line. It not only provides a strong protection of concept for calculation of high-rise building structures, but also accumulates some experience for the research on conceptual design of high-rise structures.

Download Full-text

Time-History Analysis of the High-Rise Building Structure Based on ANSYS

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.71-78.2836 ◽

2011 ◽

Vol 71-78 ◽

pp. 2836-2839

Author(s):

Hui Xia Xiong ◽

Chang Yong Wang

Keyword(s):

Structural Design ◽

Time History ◽

Time History Analysis ◽

Building Structure ◽

Finite Element Program ◽

High Rise ◽

High Rise Building ◽

History Analysis ◽

Earthquake Load ◽

Element Program

The dynamic property of a high-rise building structure and time-history analysis under earthquake were analyzed by using the finite element program ANSYS. A modal analysis of the tower was conducted and the first 20 frequencies and modal shapes were obtained. The displacements and inner force under the earthquake were calculated. The result showed that the structural stiffness was enough to sustain earthquake load; and the stiffness distributed equally. These results can provide reliable basis for structural design.

Download Full-text

Analyze of the Seismic Behavior of Wind Energy Building

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.368-373.934 ◽

2011 ◽

Vol 368-373 ◽

pp. 934-937

Author(s):

Xiao Jun Guan ◽

Guo Ping Chen ◽

Ying Yang

Keyword(s):

Wind Energy ◽

Wind Power ◽

Seismic Behavior ◽

World Wide ◽

Electric Energy ◽

Building Structure ◽

High Rise ◽

High Rise Building ◽

Wind Generator ◽

Developed World

In the recent years, the wind energy building is rapidly developed world wide as a new kind of building style, for its low price and it’s friendly to environment. The wind energy building a combination of wind power and buildings, it could turn wind power into electric energy, which also could relieve the energy scarcity problem to some extent. The wind driven generator and high-rise building structure were integrated, and ANSYS was used to complete the analysis of the behaviors of structures with and without wind generator, under EI-Centro earthquake wave and Taft earthquake wave. By comparing the results of those two models, the feasibility of the wind energy and building integration was verified.

Download Full-text