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Online since: January 2012
Authors: Jian Song, Guo Qi Liu
Study on the Seismic Behavior of Buckling Restrained Braced
Steel Frames
Guoqi Liu1,a, Jian Song2,b
1 School of Architectural Engineering, Jiangxi Science and Technology Normal University, Nanchang, Jiangxi, 330013, China
2School of Civil Engineering, Xi’an University of Architecture Technology,
Xi’an, Shaanxi, 710055, China
algqjxnc@163.com, bsj12155@126.com
Keywords: Buckling-Restrained Brace (BRB), Hysteretic behavior, Virtual hinge, Dynamic time-history analysis.
Journal of Structural Engineering, 2007, 134(7): 1215-1228
Journal of Engineering Mechanics, 2003, 129(5): 548-557
Journal of Structural Engineering, 2008, 134(4): 619-628
ANSYS numerical analysis of engineering structures.
Journal of Structural Engineering, 2007, 134(7): 1215-1228
Journal of Engineering Mechanics, 2003, 129(5): 548-557
Journal of Structural Engineering, 2008, 134(4): 619-628
ANSYS numerical analysis of engineering structures.
Online since: May 2011
Authors: Yong Qiang Yang, Jin Jun Hu, Li Li Xie
Directivity Effect in the Peak Ground Acceleration Fields and Attenuation Relations -- A Case Study of the Ms 8.0 Wenchuan Earthquake
Jinjun Hu 1,a, Lili Xie1,2 and Yongqiang Yang1
1Institute of Engineering Mechanics, China Earthquake Administration, China
2School of Civil Engineering, Harbin Institute of Technology, China
ahujinjun@iem.net.cn
Keywords: Ground motion field, Attenuation relation, Directivity, Wenchuan earthquake
Abstract.
While the directivity effect in short period ground motions was not proved until 1978 by Bakun who studied two small earthquakes in middle California, this is more interesting to engineers.
This earthquake caused severe engineering damage with huge economic loss and death toll.
Hu: Rupture directivity and supershear rupture (Institute of Engineering Mechanics, CEA, Harbin, 2009) (in Chinese) [9] X.J.
Yang: Earthquake Engineering and Engineering Vibration, 2009,Vol. 29(2009), p. 1 (in Chinese)
While the directivity effect in short period ground motions was not proved until 1978 by Bakun who studied two small earthquakes in middle California, this is more interesting to engineers.
This earthquake caused severe engineering damage with huge economic loss and death toll.
Hu: Rupture directivity and supershear rupture (Institute of Engineering Mechanics, CEA, Harbin, 2009) (in Chinese) [9] X.J.
Yang: Earthquake Engineering and Engineering Vibration, 2009,Vol. 29(2009), p. 1 (in Chinese)
Online since: January 2013
Authors: Min Yuan Huang, Zong Ren Zou
Research and Application of External Prestressing Curved Beam’s Tendons
Minyuan Huang1, a, Zongren Zou1, b
1College of Civil Engineering and Mechanics, Central South University of Forestry and
Technology, Hunan, Changsha, 410004, China
aHmy555@163.com, bChriszoulove@163.com
Keywords: External Prestressing; Curved Beam; Tendon Diameter; Anchoring Position; Strengthening Works; Optimal Design; Control Parameters.
Introduction Early in eighteen twenties, the external prestressing technology was applied to engineering practice in abroad.
The scientific and favorable technical guidance can be provided for actual engineering of the external prestressing.
Engineering Application With the vigorous development of engineering technology, requirements of the structure bearing are also gradually increase.
These advantages of performance greatly promote the use of external prestressing curved beam in practical engineering application.
Introduction Early in eighteen twenties, the external prestressing technology was applied to engineering practice in abroad.
The scientific and favorable technical guidance can be provided for actual engineering of the external prestressing.
Engineering Application With the vigorous development of engineering technology, requirements of the structure bearing are also gradually increase.
These advantages of performance greatly promote the use of external prestressing curved beam in practical engineering application.
Online since: May 2011
Authors: Zdzislawa Owsiak, Ryszard Dachowski
DSc b
University Of Technology, Department Of Civil And Environmental Engineering,
Al. 1000-Lecia P.P.7, 25-317 Kielce, Poland
atobrd@tu.kielce.pl, bowsiak@tu.kielce.pl,
Key words: Sand-lime brick, CSH, tobermorite, xonotlite, lithium.
Online since: January 2012
Authors: Ke Min Zhou, Xia Li
Topology Optimization of Truss-Like Continuum under Stress Constraints by Sequence Linear Program
Kemin Zhou a *,, Xia Li b
College of Civil Engineering, Huaqiao University, Fujian, China, 361021
azhoukm@hqu.edu.cn, bxlixia@eyou.com,
Keywords: Topology optimization, Structural optimization, Mathematic program, Truss-like continuum, Stress constraints
Abstract.
Online since: May 2011
Authors: Wei Liang Jin, Zhi Yuan Li, Ju Chen, Jin Quan Wang, Xiao Zhou Wang
Dynamic Life Prediction of RC Structures on Multi-Environmental
Time Similarity Method
Jin Weiliang1, a, Li Zhiyuan1, b, Chen Ju1, c,
Wang Jinquan2, d, and Wang Xiaozhou3, e
1Department of Civil Engineering, Zhejiang University, Hangzhou 310058, P.R.
Online since: December 2012
Authors: Han Yan
Study on modified wood fiber/recycled plastic HDPE composites
YAN Han1, a
1School of Civil Engineering & Architecture, Hubei University of Technology, 430068, Wuhan, China
alxf_hust@163.com
Keywords: Wood-plastic composites; Silane coupling agent; SEBS elastomer
Abstract.
Online since: March 2014
Authors: Seyed Hashem Eslami
Crack Growth Threshold Criterion Based on Calculation of Dynamic Stress Intensity Factors in the Mixed Mode
(Complex Functions Theory Approach)
Seyed Hashem Eslami1, a
1Faculty of Civil Engineering, University of Tehran, Tehran, Iran
ahashem_eslami@ut.ac.ir
Keywords: Crack Growth, Dynamic Stress Intensity Factors, Complex Functions, Mapping Technique.