Journal of Harbin Institute of Technology 2003 Issue z1 Design of CFST half through arch bridge of Beichuan River in Xi'ning

Design of CFST half through arch bridge of Beichuan River in Xi'ning
cui yu hui ; qiao jing chuan

..............page:230-232

Construction and design of CFST long span arch bridges
peng wei ; xu wei jiang

..............page:226-229

Design of furong bridge in Shenzhen
xue xi zhi

..............page:223-225

Design and construction of Shengzhou Cao'e River Bridge
wang yu bo ; zhao lin qiang ; zhu li jun ; luo chuan long

..............page:220-222

Arc-sprayed coating for corrosion protection of No. 4 bridge of Qiantangjiang River
yu ju hu ; chen jie liang ; zhang bo quan

..............page:217-219,258

Detail design of 190m -span steel tied girder of No. 4 Qianjiang Bridge in Hangzhou
zhu li jun ; zhao lin qiang ; zheng xian zheng

..............page:214-216

Structural design of 190 m span superstructure of the No.4 Qianjiang bridge in Hangzhou
zhao lin qiang ; zhu li jun ; pan li ming ; wang jun yi

..............page:211-213

Overall detail design of No.4 Qianjiang Bridge in Hangzhou
zhao lin qiang ; xu rong hua ; zheng xian zheng

..............page:208-210

Damage detection methods of concrete- filled steel tubular (CFST) structures
jiang shao fei ; xu zuo yuan ; chen wei

..............page:204-207,229

Primary discussion of construction mechanics of concrete -filled steel tubular structures
wang wen da ; han lin hai

..............page:200-203,232

Development on composite structure of steel and gangue concrete
li zuo chang ; gao cheng fu ; xing ya jie

..............page:60-62

Primary considerations on determination of cross section for concrete-filled steel tube column in high-rise and/or super high-rise buildings
cai zuo

..............page:56-59

Steel Frames with RC Shear Walls are Most Excellent Combination of Structural System in Tall Buildings
wu shou quan ; ding da yi ; zhou zong yong

..............page:52-55

A series research of theory and key problems for concrete-filled steel tube
han lin hai

..............page:48-51,59

Research for the behaviour of self-consolidating concrete filled steel tubes subjected to axial compression
yao guo huang ; han lin hai ; liao fei yu

..............page:43-47

Development of confined CFST columns
xiao yan ; he wen hui

..............page:40-42,47

Bearing capacity of high-strength concrete-filled SHS and RHS Steel tubular members subjected to axial compressive load and bi-axial bending moment
tian hua ; zhang su mei ; guo lan hui

..............page:35-39

Individual bheavior of steel tube and concrete in CFST stub columns subjected to axial compression
wang yu yin ; zhang su mei

..............page:31-34

The introduction of Harbin Liantong Communication Hub Building
cui hua liang ; xiao wen bin

..............page:196-199

Research on arch axis linetypes of concrete- filled steel tube (CFST) bridge
qiao jing chuan ; cui yu hui ; han lin hai

..............page:233-235,239

Finite element methods to analyze the material nonlinearity of concrete-filled steel tubular rib arch
wei jian gang ; chen bao chun

..............page:236-239

Positioning of concrete-filled steel tubular (CFST) column and erection quality control of Harbin Liantong Communication Building
xiao gui lan ; xiao wen bin

..............page:192-195

The structural design of a 17-meter long steel-reinforced concrete transfer beam
zhang jian jun ; qiu ming guang

..............page:189-191

Study on a new type of composite structure joint
ma hong wei ; jiang wei shan ; hao ji ping ; yu qing rong ; zhang xing hu

..............page:185-188,195

Study on prestressed steel reinforced concrete structures subjected to bending moment
yuan wei bin ; gan gang ; jin wei liang

..............page:116-119

Numerical calculation on the deformation of Steel High- strength-concrete Composite Beams
wang lian guang ; zhang jun tao ; xu wei

..............page:120-122

Analysis of time effects and fracture in steel-concrete composite structures
chen de kun ; hu bai

..............page:123-128

Creep analysis of concrete filled steel tube columns under long-term eccentric load by the method of 3D finite element
cheng xiao dong ; ye gui ru ; cheng li sha ; xu xing

..............page:129-132

Comparison of the predictive methods of the residual strength of concrete-filled steel tube after fire
li ming ; jiang shao fei ; xu zuo yuan

..............page:133-135,143

Calculation methods of the bearing capacity of trussed SRC members subjected to eccentric loadings
hu ming

..............page:136-139

The elastoplastic torsion rigidity analysis of the centrifuge concrete filled thin-walled steel tubes
qu chen ; jin wei liang

..............page:140-143

Development in the research of concrete filled double-skin steel tubes
tao zhong ; han lin hai

..............page:144-146,170

Interface slip of prestressed steel-concrete composite beams during prestressing
ou yang zheng wei ; jiang li zhong ; zhou ling yu

..............page:147-150

Hysteretic behavior of concrete-filled square steel tube beam-columns
liu jie peng ; zhang su mei

..............page:151-154

Influence of side-length ratio on high strength concrete-filled RHS tubes subjected to axial loading
guo lan hui ; zhang su mei

..............page:155-159

Hysteretic model of concrete filled steel tubular members with rectangular sections
yang you fu ; han lin hai

..............page:160-163

Bearing capacity calculations of concrete- filled square steel tubes under effects of initial stress of steel tubes
wei zhuo bin ; han lin hai

..............page:164-166

Experimental study on effects of initial stress of steel tubes on behaviors of concrete -filled square steel tubes
wei zhuo bin ; han lin hai

..............page:167-170

Sectional capacity calculations on concrete filled double skin steel tubes subjected to axial compression
huang hong ; han lin hai

..............page:171-173,184

Joint design of CFST column and reinforced concrete (RC) transforming beam
ling yu hong ; li shao yun

..............page:174-176

Experimental research on seismic behavior of joint of concrete-filled rectangular tubular frame
wang lai ; wang tie cheng ; chen zuo

..............page:177-179,191

Local tensile strength of connection between steel beam flange and concrete-filled circular column tube
liu bing ; fu gong yi ; chen wu jun ; yu xiao wen

..............page:180-184

The application of CFST in residential buildings
yang shang jin ; li ming ; jiang shao fei

..............page:19-22

Design of Beijing high-rise steel residential house
song xiao dong ; ma yu cheng ; wu ya li ; liu zuo dong

..............page:17-18

Comparison of SATWE and MTS software to calculate composite structures
huang ming zuo ; li jie ; shi qiu xia

..............page:14-16,22

Hybrid Structure Design of Zhejiang Jiahua Trade Center
zuo cheng ; huang ming zuo

..............page:11-13

Design of Beijing Zhongguanchun Science and Technology Building
song xiao dong ; liu zuo dong

..............page:9-10

Appliancation of SRC design of Jiaozuo Super Highway Production Scheduling Command Center Project
zhang ying ; hu yu hai ; wen yuan

..............page:6-8

New advances in the research of dynamic performance of concrete-filled steel tubes
lu hui ; han lin hai

..............page:67-70,73

Discussions on some issues of concrete-filled steel tubes subjected to local compression
liu wei ; han lin hai

..............page:63-66

Application of steel-concrete composite structures in Henan Development Plaza
wen yuan ; ma li ; zhang ying

..............page:3-5

shi shi qiu shi bu duan chuang xin , zuo zu he jie gou fa zhan de cu jin pai
zhong shan tong

..............page:1-2

The comparison of behaviors and economics for concrete-filled steel tube(CFST) with circular and square cross-sections
zhong shan tong

..............page:27-30,39

Application of composite steel-concrete composite structures in the equipment foundations
ye qing hua

..............page:23-26

Primary studies on cyclic behaviors of the concrete-filled SHS after exposure to fire
lin xiao kang ; han lin hai

..............page:84-87

Comparative study on seismic behavior between reinforcement concrete structures and concrete filled rectangular tubular structures
wang tie cheng

..............page:82-83,92

Investigation on seismic behavior of sandwich shear wall with steel angle truss
wang ying chun ; jiang wei shan ; yu qing rong ; hao ji ping ; zhang xing hu

..............page:78-81

Evaluation of seismic properties of steel reinforced high-strength concrete frame columns based on artificial neural network
li jun hua ; xue jian yang ; zhao hong tie

..............page:74-77

Review on performance-based seismic design method of CFST column
mao xiao yong ; xiao yan

..............page:71-73

Nonlinear finite element analysis of steel reinforced concrete beams based on ANSYS program
lin yi yong ; xue jian yang ; zhao hong tie ; li xiao lan ; yang yong

..............page:113-115

Finite element analysis for SRC columns by ANSYS program
wang yan hong ; xue jian yang ; zhao hong tie ; yang yong

..............page:109-112

The effect of ambinent temperature on super-long tall buildings with CFST columns
li tian ; hou xiao ying ; chen huai

..............page:105-108

The 3D finite element analysis of nonlinear buckling bearing capacities of CFT with high slenderness ratio under eccentric load
cheng xiao dong ; cheng li sha ; ye gui ru ; xu xing

..............page:101-104

Experimental study on the mechanical behaviors of the trunk steel reinforced concrete beam (Ⅰ)
yang chun ; cai jian ; wu zuo

..............page:97-100,216

Analysis on fire resistance of concrete filled steel tubular columns
yang hua ; han lin hai

..............page:93-96

Behavior of concrete-filled steel tubes subjected to flexure after exposure to standard fire
huo jing si ; han lin hai

..............page:88-92

Development of seismic analysis of concrete -filled steel tubular arch bridges
sun chao ; chen bao chun

..............page:240-243

Experiment on dumbell concrete- filled steel tube short columns under axial loads
huang fu yun ; chen bao chun

..............page:244-247,251

Experiment research of dumbbell concrete -filled steel tube beams
sheng ye ; chen bao chun

..............page:248-251

Parametric investigation on lateral buckling of concrete filled steel tubular arch bridges
peng wei ; xu yong hua

..............page:252-254,262

Analyses of dynamic characteristics of half-through CFST arch bridges
huang guang qing ; huang fu wei ; liu huai lin

..............page:255-258

Influence of transverse braces arrangement on dynamic characteristics of a half-through CFST arch bridge
yun di ; zhang su mei

..............page:259-262

Design of a 75-meter-span prestressed steel-concrete composite beam
li yong ; guo shuai

..............page:263-265

Difference method for the torsionial problem of steel box-concrete composite beam
shu xiao juan ; zhong xin gu ; shen ming yan

..............page:266-268,278

Analysis of shear lag effect of steel-concrete composite box tower in cable-stayed bridge
guo jian ; sun bing zuo

..............page:269-271,275

Application and research of shear connectors in bridge structures
liu yu qing ; zeng ming gen ; chen ai rong

..............page:272-275

Construction method for concrete-filled steel tube arch bridge without closure join segments
jin zhi zhan

..............page:276-278

Prediction and prevention of the blockade while pumping concrete during the construction of CFST arc bridges
zou zhong quan ; zhong xin gu ; tang xu guang ; long si chun

..............page:279-281,289

Experimental study on seismic behavior of R. C. frame-bent mix structures in the large-scale thermal power plants
bai guo liang ; wu tao ; bian lin ; zhu li hua

..............page:282-285,292

Steel-concrete composite structural design of multi-story industrial factory buildings
xu sui jia

..............page:286-289

Comments for the cladding design of light-weight steel structures
zhou guang shi ; zhou zuo ; jia lian guang

..............page:290-292