Lateral Stiffness Approximation of Linked Column Steel Frame System

2015 ◽  
Author(s):  
Arlindo Lopes ◽  
Peter Dusicka ◽  
Jeffrey Berman
Keyword(s):  
Steel Frame ◽  
Lateral Stiffness ◽  
Frame System

Seismic Behaviour Experimental Study of the D-Type Energy Dissipating Eccentrically Brace

2011 ◽  
Vol 255-260 ◽  
pp. 2414-2420
Author(s):  
Xiu Zhen Pan ◽  
Ji Ping Hao ◽  
Jie Gao
Keyword(s):  
Experimental Data ◽  
Experimental Study ◽  
Cyclic Loading ◽  
Steel Frame ◽  
Lateral Stiffness ◽  
Input Energy ◽  
Seismic Behaviour ◽  
Frame System ◽  
The Cost ◽  
New System

Because the repairing work of beam and floor after earthquake were great, and the cost were higher, the generalize application of eccentrically braced steel frame were limited. A new braced steel frame system was suggested, which was energy dissipating eccentrically brace. The experimental data of new and conventional D-type eccentrically braced steel frame system were achieved by two specimens under cyclic loading. Results indicated that the new system could put off yielding, reduce earthquake input energy and breakage of the link, reduce repairing load after earthquake, and have preferable ductility and enough lateral stiffness. The new braced steel frame system which had gained patent of invention in Chinese was practical and costly that it could be applied in present project.

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.

Influence Analysis of Layout of Braces on Structural Dynamic Properties of Large Space Multi-Storey Buildings

2012 ◽  
Vol 226-228 ◽  
pp. 901-904
Author(s):  
Jin Zhu Yu ◽  
Ping Zhou Cao ◽  
Kai Wu ◽  
Ming Bao Min
Keyword(s):  
Dynamic Properties ◽  
Steel Frame ◽  
Lateral Stiffness ◽  
Large Space ◽  
Structural Dynamic ◽  
Influence Analysis ◽  
Section Size ◽  
Object Parameters ◽  
Frame Construction

Taking a six-storey steel frame construction as the research object, parameters under study are the horizontal space of braces’ nodes and the layout of vertical braces. Based on the analysis of the structural period, layer displacement and angles of storey drift, research on the influence of layout of braces on structural dynamic properties of large space buildings is conducted. The results show that when column spacing is larger, braces-setting contributes to significantly improve the structure’s lateral stiffness and reduce the section size of columns, and that the section size of braces can be reduced by shortening the horizontal space of braces’ nodes. Braces should be set between the columns as full as possible. It is better to set the vertical braces positioned in the center instead of on the side between the columns. The lateral stiffness is higher when braces are set concentratedly than dispersedly. It’s more economical to set the inclined braces uniformly.

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

The Connection Technology between Steel Structure and Wooden Antiqued Components

2012 ◽  
Vol 204-208 ◽  
pp. 1070-1073 ◽  
Author(s):  
Kun Wang ◽  
Hong Gang Lei
Keyword(s):  
Steel Sheet ◽  
Steel Structure ◽  
Steel Frame ◽  
Architectural Form ◽  
Frame System

Sheli Tower in Jing chuan county is a steel frame system, whose connected construction between steel components and antiqued components is very complex. Considering the construction difficulties of Sheli Tower,this paper introduces how to fix the wooden brackets by using welding screw and steel sheet that connected with the columns and the method of packaging the steel eaves purlins into cornice with wooden antiqued components.These solutions ensure the union of force and architectural form, accurately comply with the architecture of Tang style.

Experimental Study of a Prefabricated Steel Frame System with Buckling-Restrained Braces

2020 ◽  
pp. 1479-1489
Author(s):  
Yuan Xu ◽  
Hong Guan ◽  
Hassan Karampour ◽  
Yew-Chaye Loo ◽  
Xuejun Zhou
Keyword(s):  
Experimental Study ◽  
Steel Frame ◽  
Buckling Restrained Braces ◽  
Frame System
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