Paper Titles
The Experimental Investigation of Slab Participation in Flexural Behavior of Beams under Two-Way Loading
p.969
Experimental Study on Acoustic Emission Characteristics of Splitting Damage Processes for Different Ages of Concrete
p.976
Random Analysis of RC Structures during Construction
p.981
Structural Dynamic Response Monitoring of Power Transmission Tower
p.986
A Pseudo-Space Model of Steel Staggered Truss System
p.990
The Construction Control of Long-Pan Continuous Beam Bridge Based on Self-Adaptive Control Method
p.994
Structural Damage Localization Using D-S Evidence Theory
p.999
Practical Calculation Method for Crack Torque and Ultimate Torque of Special-Shaped Columns under Actions of Pressure and Torque
p.1004
The Compare and Analysis to the Hollow or Solid Circle Cross Section Shafts Being Twisted
p.1008

A Pseudo-Space Model of Steel Staggered Truss System

Article Preview

Abstract:

A pseudo-space model as a new model of Steel Staggered Truss System was proposed to assess the transverse seismic performance of the structure. Modal analysis and pushover analysis were performed on the space model and the pseudo-space model of SSTS with SAP2000. Through comparing the results of models, it showed that the pseudo-space model reflected the lateral force characteristics of the original structure, and could simulate the stress mechanism of the structure under transverse seismic.

You might also be interested in these eBooks
Vibration, Structural Engineering and Measurement I View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 105-107)

Pages:

990-993

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.105-107.990

Citation:

Cite this paper

Online since:

September 2011

Authors:

Xiao Juan Li

Keywords:

Modal Analysis, Pseudo-Space Model, Pushover Analysis, Stress Mechanism

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] Brazil A, P E.: Staggered Truss System Proves Economical For Hotels. Modern Steel Construction, Vol. 9 (2000), pp.1-5.

Google Scholar

[2] Kim S P, Kurama Y C.: An alternative pushover analysis procedure to estimate seismic displacement demands. Engineering Structures, Vol. 30 (2008), pp.3793-3807.

DOI: 10.1016/j.engstruct.2008.07.008

Google Scholar

[3] Pan Ying, Zhou Xu hong: Aseismic Behavior of the Staggered-Truss System. China Civil Engineering Journal, Vol. 35 (2002), pp.12-16, in Chinese.

Google Scholar

[4] ZHOU Xiu yue, SU Ming zhou and HU Tian bing, SHEN Lin.: Study on the rational structural transverse layout of steel staggered truss system with composite truss. J. Xi'an Univ. of Arch. & Tech. (Natural Science Edition), Vol. 38 (2006).

Google Scholar

[5] Kim J, Lee J and Kim Y M.: Inelastic Behavior of Staggered Truss Systems. The Structural Design of Tall and Special Buildings, Vol. 16 (2007), pp.85-105.

DOI: 10.1002/tal.361

Google Scholar

[6] Ponto M.: Residential construction part two-the staggered truss system. Advantage Steel, Vol. 32 (2008), pp.11-12.

Google Scholar

[7] Zhou X H, He Y J, Xu L and Zhou Q S.: Experimental study and numerical analyses on seismic behaviors of staggered-truss system under low cyclic loading. Thin-Walled Structures, Vol. 47 (2009), pp.1343-1353.

DOI: 10.1016/j.tws.2009.03.007

Google Scholar

[8] Turkei K, Irtem E.: An effective load increment method for multi modal adaptive pushover analysis of buildings. Structural Engineering and Mechanics, Vol. 25 (2007), pp.53-73.

DOI: 10.12989/sem.2007.25.1.053

Google Scholar