SIMULATION ANALYSIS OF NEW ALL-BOLTED STEEL FRAME SYSTEM WITH INTERMEDIATE COLUMN FRICTION DAMPER (ICASS’2018)

2018 ◽  
Author(s):  
A. L. Zhang ◽  
◽  
L. N. Zhu ◽  
Y. X. Zhang ◽  
W. Wen ◽  
...  
Keyword(s):  
Simulation Analysis ◽  
Steel Frame ◽  
Friction Damper ◽  
Intermediate Column ◽  
Frame System

Design and Simulation Analysis of Steel-Truss Cantilever Structur

2012 ◽  
Vol 170-173 ◽  
pp. 3308-3311
Author(s):  
Ke Li ◽  
Jing Ji
Keyword(s):  
Carrying Capacity ◽  
Structural Design ◽  
Simulation Analysis ◽  
Steel Frame ◽  
Industrial Plant ◽  
Structural Form ◽  
Materials Selection ◽  
Finite Element Software ◽  
Cantilever Structure ◽  
Steel Truss

In combination with a industrial plant cantilever structure need be increased for meeting the technological requirements，the three kinds of structural design schemes of cantilever are considered, that is the scheme hanging on steel frame of the plant, prestressed steel frame scheme and steel truss scheme. Three kinds of structural form and materials selection are introduced. By finite element software ANSYS three kinds of schemes are analyzed, carrying capacity and deflection of members under load are acquired, by Comparison steel truss scheme is adopted. Carrying capacity and deflection of structure not only meet requirements, but also the construction is easy. This paper provides reference for resolving similar cantileve r problems in engineering.

Lattice Light Steel Frame System and Application

2011 ◽  
Vol 105-107 ◽  
pp. 1110-1113
Author(s):  
Bo Ding ◽  
Huan Qing Jiang ◽  
Hong Xia Wan ◽  
Feng Zhang
Keyword(s):  
High Speed ◽  
Design Method ◽  
Calculation Model ◽  
Steel Frame ◽  
Calculation Results ◽  
Frame System ◽  
Practical Engineering ◽  
Steel Consumption ◽  
New Type ◽  
New System

Lattice light steel frame is a new type of structural system, combining general steel framework which is composed of lattice column and lattice beam with lattice light steel keel of the partitions and floors, the system takes full advantages of both structural systems, with high speed construction, less steel consumption, good earthquake-resistance etc., and possesses good prospects. The paper describes the system construction approach and the characteristics of lattice light steel frame system, and provides a project example of a villa. The design method and calculation model of the project are presented. Calculation results meet the specifications’ requirements, proving the new system can be applied to practical engineering. The paper gives guidance for application and research of this new system.

A New Kind of Modular Assembly Steel Structure System

2014 ◽  
Vol 578-579 ◽  
pp. 741-744
Author(s):  
Zai Hua Zhang ◽  
Xing Ping Shu ◽  
Ran He
Keyword(s):  
Steel Structure ◽  
Steel Frame ◽  
Modular Assembly ◽  
Structure System ◽  
Assembly Structure ◽  
Frame System ◽  
New Type ◽  
Structure Engineering

As a new type of structure system suitable for the realization of building industrialization, assembly structure system is a trend in the development of steel structure engineering. In this paper, a kind of assembly truss beam steel frame system is proposed. The composition of system, the technology characteristic of components and connections are analyzed in detail. Meanwhile some problems need to be solved are also put forward.

scholarly journals Feasibility of using the light steel frame system in civil construction works in the city of Manaus-AM

2018 ◽  
Vol 4 (16) ◽  
Author(s):  
Arliane dos Santos Farias ◽  
Charles Ribeiro de Brito ◽  
David Barbosa de Alencar ◽  
Manoel Henrique Reis Nascimento ◽  
Jorge Almeida Brito Junior ◽  
...  
Keyword(s):  
Steel Frame ◽  
Frame System ◽  
The City ◽  
Construction Works

New Structural Solution of Light-Weight Steel Frame System, Based on The Sigma Profiles

1999 ◽  
pp. 343-350
Author(s):  
Zdzisław Kurzawa ◽  
Katarzyna Rzeszut ◽  
Andrzej Boruszak ◽  
Wojciech Murkowski
Keyword(s):  
Steel Frame ◽  
Light Weight ◽  
Frame System ◽  
Structural Solution

Vibration Mitigation Effect of a Friction Damper with Variable Resistances on the Steel Frame Structure

2011 ◽  
Vol 255-260 ◽  
pp. 2560-2567
Author(s):  
Peng Bo Zhang ◽  
Yu Ping Sun ◽  
Shi Chun Zhao
Keyword(s):  
Frictional Resistance ◽  
Seismic Energy ◽  
Steel Frame ◽  
Frame Structure ◽  
Strong Wind ◽  
Friction Damper ◽  
Friction Dampers ◽  
Moderate Earthquake ◽  
Steel Frame Structures ◽  
Steel Frame Structure

Analytical study was conducted to investigate effect of friction dampers on vibration control of steel frame structures. The friction dampers installed in a ten-storey sample frame structure have two levels of fictional resistances. Unlike the conventional friction damper which has one frictional resistance, the friction dampers with variable resistances (VRFD) can apply two levels of frictional resistances, the lower resistance of which is attended to absorb the seismic energy by a moderate earthquake or a strong wind, and the higher one of which is expected to dissipate the seismic energy induced by a severe earthquake. The time-historey analytical results of the sample frame have indicated that the VRFD could not only mitigate the seismic response of the frame structure under a moderate earthquake more effectively than the conventional frictional damper, but also provide the same level of damping effect to the structure under severe earthquake as the conventional one.

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