Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report

2011 Vol. 41, No. 7

Display Method:
RELIABILITY INDEX-BASED DESIGN FOR BUILDING STRUCTURE
Feng Yunfen, Gong Jinxin
2011, 41(7): 1-8. doi: 10.13204/j.gyjz201107001
Abstract:
When designing a strurcture according to partial factor specified in the current standard,there are quite great differences between reliability index corresponding to each load effect ratio and target reliability index,and it does not establish the r...
IDENTIFYING RELIABILITY OF EXISTING BUILDING STRUCTURES BASED ON SIMILARITY MEASURES BETWEEN VAGUE SETS
Liu Wei, Chen Zhenfu, Liu Youzi, Liu Jun
2011, 41(7): 9-11,25. doi: 10.13204/j.gyjz201107002
Abstract:
The reliability evaluation of building structure based on similarity measures between Vague sets is proposed.With relevant regulations and experts experiences,the similarity measures between Vague sets was combined with reliability factors,and the ty...
THE SELECTION OF WAVELET BASE FUNCTION ON STRUCTURE DAMAGE DETECTION
Jiang Qing, Ye Xianguo, Lian Xing
2011, 41(7): 12-15. doi: 10.13204/j.gyjz201107003
Abstract:
A damage index based on wavelet transform could not only represent the damage extent at every load stage,but also be referred to judge when the structure was yielded.The selection of wavelet base function was the difficulty in use of the damage index...
THE TRUSS STRUCTURE DAMAGE IDENTIFICATION RESEARCH BASED ON THE MODAL PARAMETERS AND SUPPORT VECTOR MACHINE
Xia Jingchan, Duan Jingmin, Zhao Hongbo, Yu Xiaoxun
2011, 41(7): 16-20,37. doi: 10.13204/j.gyjz201107004
Abstract:
Taking the truss structure damage as object of study,based on the unit strain characteristics of truss structure,it is done the sensitive analysis of the curvature mode rate and strain modal rate relating to the stem unit damage.Meanwhile the change ...
STUDY ON TRUSS DAMAGES DETECTION BASED ON DYNAMIC AND STATIC COMBINING METHOD
Xu Dian, Yang Youfa, Deng Yanhua
2011, 41(7): 21-25. doi: 10.13204/j.gyjz201107005
Abstract:
Compared with displacement mode,strain mode is better in steel truss damage detection.A new structural nondestructive detection indictor,a dynamic and static combining indictor is presented,which is based on dynamic indictor and static indictor.The n...
IMPROVED NONLINEAR ANALYTICAL METHOD FOR DAMAGE IDENTIFICATION OF FRAME STRUCTURES
Yang Youfa, Li Yingjun, Zhao Zhonghua
2011, 41(7): 26-30. doi: 10.13204/j.gyjz201107006
Abstract:
The generalized inverse technique was used to solve the first order equation,and the trust-region reflective Newton method was used to solve the second order sensitivity equation.Considering the fast solving speed by the first order sensitivity equat...
NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS IN FIRE
Liao Yanfen, Qi Yaqing, Ma Xiaoqian
2011, 41(7): 31-37. doi: 10.13204/j.gyjz201107007
Abstract:
Through numerical simulation of the whole process of heat transfer and deformation on three different conditions groups of reinfored concrete beams,it is analysed the non-linear changing process of the temperature distribution and structural deformat...
EXPERIMENTAL INVESTIGATION ON THE SEISMIC BEHAVIORS OF REPAIRED SERIOUSLY DAMAGED REINFORCED CONCRETE COLUMNS
Zhang Yu, Cui Xiguang, Yang Dong, Li Xiaobang
2011, 41(7): 38-41,44. doi: 10.13204/j.gyjz201107008
Abstract:
Taking reinforced concrete columns which are seriously damaged as the research subjects,it is researched the seismic behaviors of the repaired columns.The concrete of columns in the plastic-hinge zone is replaced with grout material and the columns a...
A RENOVATION PRACTICE OF ENERGY-SAVING RETROFIT FOR EXISTING BUILDINGS OF HEZHAN MARKET TOWN IN WUHAN
Zhou Bailing, Li Biao, Zhang Xiuhong, Li Yifei
2011, 41(7): 42-44. doi: 10.13204/j.gyjz201107009
Abstract:
For the existing buildings,some limitations have influences on building retrofit,such as lack of knowledge on the existing buildings energy consumptions data during the process of energy-saving retrofit.So energy-saving programs are generally in acco...
INVESTIGATION ON PRESENT SITUATION OF EXISTING RESIDENTIAL BUILDINGS IN XIAOGAN OF THE NORTH OF HUBEI PROVINCE AND RESEARCH ON ENERGY-SAVING RENOVATION STRATEGIES
Yang Zijiang, Li Bing
2011, 41(7): 45-49. doi: 10.13204/j.gyjz201107010
Abstract:
There are poor thermal performances and high energy consumptions in the existing residential buildings in the north of Hubei Province.It has been proposed the strategies and methods for energy-saving renovation of the existing residential buildings b...
THINKING OF SOLAR ENERGY APPLICATION OF THE PLANNING PHASE BY THE COMBINATION OF CHARACTERISTICS OF QINGHAI
Yu Hancheng
2011, 41(7): 50-53. doi: 10.13204/j.gyjz201107011
Abstract:
Solar heating is an applied technology,which is relatively simple,practical,effective,and economically competitive with conventional energy sources in the field of solar energy utilization.It is of great practical significance to save energy,protect ...
PLANNING EXPLORATION OF CONCEPT OF THE INDUSTRY-CITY INTEGRATION IN PINGYU COUNTY
Liu Chenyu, Yuan Yuan
2011, 41(7): 54-57,91. doi: 10.13204/j.gyjz201107012
Abstract:
The industrial cluster district is the space in which the industry and its capital elements are highly concentrated.The development of the industrial cluster district should be consistent with the urban development.Taking Pingyu County of Henan Provi...
EXPERIMENTAL INVESTIGATION ON FLEXURAL BAHAVIOR OF RC BEAMS WITH GRADE HRB500
Huang Wei, Zhang Li, Wu Mingchao
2011, 41(7): 58-61,86. doi: 10.13204/j.gyjz201107013
Abstract:
Based on 7 beams with grade HRB500 reinforcement of low-cost and high-performance,the failure modes,deformation characteristics and bearing capacities matched different strength concrete are analyzed.To test whether the formulas for calculating the b...
EXPERIMENTAL RESEARCH ON DEFORMATION OF REINFORCED CONCRETE BEAM WITH HRBF500 STEEL BARS
Yang Yongxin, Wang Jiangen, Wang Quanfeng
2011, 41(7): 62-65. doi: 10.13204/j.gyjz201107014
Abstract:
Based on the experiment on 3 simple beams reinforced with HRBF500 steel bars,the flexual behavior is studied.The research indicate that deformation characteristics and failure pattern are basically in accord with the common beams.The measured deflect...
TEST RESEARCH ON DYNAMIC BEHAVIOR OF GEO-GRID REINFORCED CLAYS
Li Wenxu, Wang Ning, Han Zhixing, Yao Yong
2011, 41(7): 66-69,113. doi: 10.13204/j.gyjz201107015
Abstract:
Based on unconsolidated undrained dynamic triaxial compression test,the reinforced clays were researched.Test results proves that disposing reinforced geo-grid material in clay can increase its dynamic shear strength.The more reinforced geo-grid laye...
EFFECTS OF PH VALUE ON LIQUID LIMIT AND PLASTIC LIMIT OF SOIL
Shi Lin, Zhu Dayong, Chen Longfei
2011, 41(7): 70-73. doi: 10.13204/j.gyjz201107016
Abstract:
By using the method of soaking in laboratory,the change laws between the liquid limit,plastic limit and plasticity index of the polluted soil and the pH value were studied.The values of the liquid limit and plastic limit of the soil samples were meas...
EXPERIMENTAL STUDY ON CREEP BEHAVIOR OF MARINE CLAY IN SHENZHEN
Liu Wentao, Cao Dezhan, Li Hui, Zhao Chuanhai
2011, 41(7): 74-77,81. doi: 10.13204/j.gyjz201107017
Abstract:
For the search of modern marine clay's creep rule,it was carried out one-dimensional compression creep test and triaxial undrained consolidation shear creep test on marine soft clay in Shenzhen under different consoildatation pressure.The experiment ...
NUMERICAL SIMULATION OF VERTICAL BEARING CAPACITY OF POST-GROUTING BORED PILES
Chen Lanyun, Shu Zhong, Yi Nangai
2011, 41(7): 78-81. doi: 10.13204/j.gyjz201107018
Abstract:
Using ANSYS software,,it was simulated and analyzed the load transfer characteristics of post-grouting bored piles from the following three aspects: the pile axial force,pile side friction and static load curve,and the results were compared and analy...
MICROSCOPIC MECHANISM STUDY ON ENGINEERING PROPERTIES OF SOFT SOIL IN PEARL RIVER DELTA
Zhou Hui, Li Yong
2011, 41(7): 82-86. doi: 10.13204/j.gyjz201107019
Abstract:
Using micro-structure observation,instrusive mercury and mineral analyses of consolidation process of typical soft soil samples from the Pearl River Delta,it is quantitatively researched into the changing low of micro-parameters,such as the form of m...
RESEARCH ON THE MIX PROPORTION OF THE LAYER CARBON FIBER AND POLYPROPYLENE FIBER CONCRETE BASED ON THE CURRENT ROTATING COMBINATION DESIGN
Han Jianhong, Lou Zongke, Liang Jian
2011, 41(7): 87-91. doi: 10.13204/j.gyjz201107020
Abstract:
Some mix tests were carried out for the main factors that effect the 28 d mechanical properties of the layer carbon fiber and polypropylene fiber concrete,such as water-binder ratio,the content of fly ash,the content of the polypropylene fiber and th...
JOINTLESS CONSTRUCTION TECHNOLOGY ANALYSIS OF FOUNDATION CONCRETE FOR HENAN TV TOWER
Yan Xiangmei
2011, 41(7): 92-95,73. doi: 10.13204/j.gyjz201107021
Abstract:
The foundation type of Henan broadcast and TV tower is a pile raft foundation.The jointless construction technology of mass concrete is analyzed for its foundation slab has no post poured belt and concrete expansion and strengthened belt.It was intro...
THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING
Zhu Yifeng, Wu Xiangdong, Zeng Bin, Li Ce
2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022
Abstract:
By an example of analyse and design of one single layer cylindrical lattice shell with low rise-span ratio,mechanical characteristic of the shell was analyzed;the effect of support stiffness on the shell was discussed;the method of structure of shell...
EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STEEL PLATE SHEAR WALL WITH UNSTIFFENED WELDED-BOLTED CONNECTIONS
Li Yan, Hao Jiping, Zhou Qi, Xie Qi, Guo Hongchao
2011, 41(7): 101-106,100. doi: 10.13204/j.gyjz201107023
Abstract:
In the steel plate shear wall,pulling force of the steel plate can change the force transmission path in the frame.The horizontal component of forces in the upper and lower plates act on the beam,thus bending moment of the beam is reduced.The stiffne...
HYSTERETIC ANALYSIS OF STRENGTHENED STEEL PLATE SHEAR WALL CONNECTED WITH FRAME BEAMS ONLY
Li Ran, Guo Lanhui, Zhang Sumei
2011, 41(7): 107-113. doi: 10.13204/j.gyjz201107024
Abstract:
When lateral load is applied on steel plate shear wall connected with frame beams,the buckling of plate corner appears,which causes the lost of bearing capacity and energy dissipation ability.Stiffeners connected on two free sides not only prevent co...
EXPERIMENTAL STUDIES OF CFT COLUMN TO H-BEAM CONNECTIONS UNDER CYCLIC LOADING
Wang Hailiang, Yang Xinlei, Ren Quanchang, Dong Peng
2011, 41(7): 114-119. doi: 10.13204/j.gyjz201107025
Abstract:
In order to ensure a safe design of a new building and obtain optimum design,an experimental program consisting of the tests of three full-scale connections with different connections details under cyclic loading,which were alternative design schemes...
STUDY ON WIND TUNNEL TEST OF WIND LOADS OF DRY COAL SHEDS
Qi Yueqin, Liu Lingling
2011, 41(7): 120-124. doi: 10.13204/j.gyjz201107026
Abstract:
It has been finished wind tunnel test based on the latticed shell according to the engineering design and experimental study's need.By taking account of the impacts of wind direction,coal piles and the elevation-angle on the shape coefficient of the ...
EXPERIMENTAL STUDY ON THE END ANCHORAGE OF THE CONCRETE MEMBERS STRENGTHENED WITH CFRP
Cui Xiguang, Liu Zhi, Liu Xiang, Wang Yongjia
2011, 41(7): 125-128. doi: 10.13204/j.gyjz201107027
Abstract:
Three methods of strengthening structures in the inflexed angle zones are put forward for CFRP reinforced concrete members,which are made to do destructive experiments with comparison specimens.Through analysis of the load-ultimate strain relationshi...
EXPERIMENTAL RESEARCH ON FATIGUE PERFORMANCE OF DAMAGED BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS
Xu Chunlin, Ai Jun, Chen Bin, Lin Shen, Lu Yaoqing
2011, 41(7): 129-132. doi: 10.13204/j.gyjz201107028
Abstract:
Experimental research on fatigue performance of damage beams strengthened with prestressed CFRP sheets is seldom.Based on lever principle,a new loading system for fatigue experiments has been designed.And the tension and anchorage devices were perfec...
STRENGTHENING DESIGN OF 10000-TON HYDRAULIC PRESS WORKSHOP ADDED SUPERHEAVY-DUTY CRANE
Yan Jinwei, Zhu Chun, Xuan Weihui
2011, 41(7): 133-137. doi: 10.13204/j.gyjz201107029
Abstract:
This article described whole strengthening design of nearly 50-year old workshop added 600-ton superheavy-duty crane in detail.After carrying on the comprehensive quality detection and assessment of the original workshop,effective strengthening plan ...
SUPPORT TECHNOLOGY OF FOUNDATION EXCAVATION UNDER COMPLEX GEOLOGICAL AND TOPOGRAPHICAL CONDITIONS
Chen Ansheng, Huang Guoliang
2011, 41(7): 138-142,137. doi: 10.13204/j.gyjz201107030
Abstract:
Foundation excavation of a construction has a large area excavation,large differences within the soil layer,complex geological conditions,the surroundings being adjacent to buildings,urban roads,ramp slopes,and other different environments.According ...
DISCUSSION ON INNOVATION OF CONTEMPORAY ARCHITECTURAL DESIGN:CONSIDERATIONS BASED ON IN THE INNOVATION OF ART NOUVEAU
Zhao Qian
2011, 41(7): 143-146. doi: 10.13204/j.gyjz201107031
Abstract:
Utilizing the advantages of the interdisciplinary studies,it is attempted to research on the innovations of Art Nouveau referred to the theories of the diffusion of innovations in communication studies.Based on these analyses,it is put forward the en...