|Table of Contents|

Structural Factors Influenced Global Ductility of Staggered-Truss(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2006年02期
Page:
52-56
Research Field:
Publishing date:
2006-06-20

Info

Title:
Structural Factors Influenced Global Ductility of Staggered-Truss
Author(s):
XU Hong-sheng1;  ZHOU Xu-hong2;  LIU Yong-jian3
1.School of Bridge and Structural Engineering, Changsha University of Science and Technology, Changsha 410076, Hunan, China; 2.School of Architectural Engineering, Chang'an University, Xi'an 710061, Shaanxi, China; 3.School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China
Keywords:
staggered-truss;  structure system;  global ductility;  failure mode;  seismic fortification intensity
PACS:
TU323.4
DOI:
-
Abstract:
Improved fabricated efficiencies and low mill prices make staggered-truss structure system winning choice for multistorey residential construction. To generalize the use of the system, more works need to be done on design methodology, details of seismic design and seismic design methodology. Authors investigated influence of some factors on global ductility of staggered-truss framing system. Those factors included non-truss on the firstfloor, the model of connection of elements and ratio of building height andbuilding width. Some suggestions about seismic design of the staggered-truss framing system were offered. It is good to the application and popularization of the staggered-truss framing system in China.

References:

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Memo

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Last Update: 2006-06-20