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. 12

Display Method:
THE STATE AND THE ART OF STUDY ON THE EFFECTS OF SECONDARY INTERNAL FORCE ON THE BEHAVIOR OF PRESTRESSED CONCRETE AND STEEL CONCRETE STRUCTURES
Xiong Xueyu, Wang Meihua, Li Yuan, LüPin
2011, 41(12): 1-7. doi: 10.13204/j.gyjz201112001
Abstract:
A comprehensive review is given to the effects of existing secondary forces on prestressed concrete and steel concrete structures at the use stage and the stage of the limit load.Due to the fact that the mechanical characteristics of a statically ind...
THE EFFECT OF SECOND AXIAL FORCE ON BEARING CAPACITY OF PRESTRESSED CONCRETE FRAME
Xiong Xueyu, LüPin, Cheng Chen, Li Yuan
2011, 41(12): 8-11. doi: 10.13204/j.gyjz201112002
Abstract:
With a bearing capacity test on prestressed concrete frame, the frame is simulated by finite element software ABAQUS.The simulation results agree well with the test results.Based on this, three sets of finite element models are set up.By changing the...
STUDY ON THE CONSTRUCTION PROCESS OF PRESTRESSED CONCRETE FRAME TAKING ACCOUNT OF THE IMPACT OF THE SECONDARY INTERNAL FORCE
Xiong Xueyu, Cheng Chen, Li Yuan, LüPin
2011, 41(12): 12-15. doi: 10.13204/j.gyjz201112003
Abstract:
In this paper, the prestressed concrete frame beam of the Oriental Sports Center was studied for the background.Through simulation analysis of the three construction schemes, it was obtained the impacts of different construction methods on structural...
EXPERIMENTAL INVESTIGATION AND CRACK RESISTANCE ANALYSIS ON LARGE SCALE PRESTRESSED STEEL REINFORCED CONCRETE FRAME
Xiong Xueyu, Gao Feng, Li Yaming
2011, 41(12): 16-19. doi: 10.13204/j.gyjz201112004
Abstract:
Based on the static test of large-scaled prestressed steel concrete frames, the crack resistance of such frame beams was tested and investigated.In this paper, according to theory of reinforced concrete members and the formulas of crack resistance in...
EXPERIMENT AND CALCULATION OF CRACK CONTROL ON PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS
Xiong Xueyu, Gao Feng, Li Yaming
2011, 41(12): 20-23,7. doi: 10.13204/j.gyjz201112005
Abstract:
The objective of crack width control is to ensure the normal function and durability of a structure.Based on the vertical static test of two prestressed steel reinforced concrete frames, the crack occurrence, development and distribution of prestress...
EXPERIMENT AND CALCULATION OF NORMAL SECTION BENDING CAPACITY OF PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS
Xiong Xueyu, Gao Feng, Li Yaming
2011, 41(12): 24-29. doi: 10.13204/j.gyjz201112006
Abstract:
Based on the vertical static test of two prestressed steel reinforced concrete frames, two bending capacity calculated methods are put forward, which consider the impact of lateral restraint on prestressed steel reinforced concrete frame beams.One is...
EXPERIMENTAL STUDY ON SHORT-TERM STIFFNESS OF PRESTRESSED STEEL REINFORCED CONCRETE BEAM
Xiong Xueyu, Huang Weiyi, Gao Feng
2011, 41(12): 30-33,11. doi: 10.13204/j.gyjz201112007
Abstract:
In order to study the stiffness of PSRC beam, two prestressed steel reinforced concrete frames ware tested.The text results of the average strains of this sort of beam are basically consistent with the hypothesis of plan section, whose load-deflectio...
NON-LINEAR ANALYSIS OF PRESTRESSED STEEL-CONCRETE COMPOSITE FRAMES
Xiong Xueyu, Li Yang, Wang Meihua
2011, 41(12): 34-38. doi: 10.13204/j.gyjz201112008
Abstract:
Based on test of two large-scaled PSRC frames, nonlinear analysis is carried out for two tested prestressed steel-concrete frames using finite element ABAQUS.Numerical simulation results and test results are compared.Results show that the nonlinear a...
SEISMIC BEHAVIOR EXPERIMENT RESEARCHES ON PRESTRESSED FABRICATED PC FRAME CONNECTIONS UNDER PSEUDO DYNAMIC TEST
Huang Shenjiang, Liu Bingkang, Ling Qi
2011, 41(12): 39-43. doi: 10.13204/j.gyjz201112009
Abstract:
Pseudo dynamic test was conducted on two-storey double-span post-tensioned precast prestressed concrete model frame.The failure mechanism, deformation properties, rigidity degradation and energy dissipation capacity of the structure under dynamic loa...
CONSTRUCTION OF A LOW-CARBON POWER PLANT IN ITS WHOLE LIFE CYCLE
Huang Jiqian, Lei Meiying, Xu Yang, Li Weilin
2011, 41(12): 44-47,38. doi: 10.13204/j.gyjz201112010
Abstract:
In the modern industry constructions, the original high energy consumption and high pollution design goes against the low-carbon and low-consumption principles.As a matter of fact, recently, it is necessary to consider the construction cost in the wh...
DESIGN OF INDUSTRIAL PARK AND ASEPTIC WORKSHOP OF LIRENYUAN SCI-TECH DEVELOPMENT CO.,LTD IN WUHAN
Zhou Bailing, Wang Tingshao
2011, 41(12): 48-51,15. doi: 10.13204/j.gyjz201112011
Abstract:
According to the design of industrial park and aseptic workshop of Lirenyuan Sci-Tech Development Co., Ltd in Wuhan, it was expounded the design ideas of an industrial park and it's production buildings, as well as explored its development strategy, ...
TECHNICAL DEMONSTRATION AND STRATEGIC STUDY ON DEVELOPMENT OBJECT FOR JINGXI INDUSTRIAL PARK
Gao Wei, Long Bin
2011, 41(12): 52-56. doi: 10.13204/j.gyjz201112012
Abstract:
Nowadays, the industrial structure adjustment is an important issue for economic development in all countries.It is trend to adjust industrial structure from the national to regional level.By analyzing industrial orientations of Jingxi Industrial par...
THE APPLICATION OF MONTAGE SPACE IN AN OFFICE BUILDING
Zhao Dong, Zhu Yimin
2011, 41(12): 57-59,43. doi: 10.13204/j.gyjz201112013
Abstract:
Montage is a method of film creation, and also the traditional technique of architectural design.The proposal of an office building focuses on the organization and disposition of interior spaces on the basis of multiple uses.It is attempted to search...
EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF THE SITE BUILDING STIFFENING RIBS ECOLOGICAL COMPOSITE WALL
Huang Wei, Chen Haiyan, Hou Lina, Chen Guoxin, Zhang Yin
2011, 41(12): 60-64,56. doi: 10.13204/j.gyjz201112014
Abstract:
In order to facilitate further promotion of the ecological composite wall, the test of an ecological energy-saving composite wall with 1/2 scale under low-frequency cyclic loading is carried on based on the large amounts of the previous experiments o...
AN EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF EARLY CONCRETE COLUMNS AFTER EARTHQUAKE
Chen Xiong, Yang Junjie, Zhang Xuefeng, Cui Qinshu, Wang Lina
2011, 41(12): 65-70. doi: 10.13204/j.gyjz201112015
Abstract:
Based on the shaking table tests, it was done the static test of these columns under low cyclic loading, which were compared with specimens which were not affected by the earthquake.Through calculation and analysis of cracks mechanism, P- hysteresis ...
EXPERIMENTAL STUDY ON COMPRESIVE MECHANICAL PERFORMANCE OF THERMAL INSULATION SMALL CONCRETE BLOCK WALL
He Xixi, Yang Zhi, Zhang Xuesong
2011, 41(12): 71-74. doi: 10.13204/j.gyjz201112016
Abstract:
In the paper, a new type of load-bearing thermal insulation composite concrete small hollow block masonry with different reinforcement detailing were studied by the tests under axial and eccentric compressive loads, focusing on the impact of insulati...
FIELD TEST RESEARCH ON CONCRETE FLOOR REINFORCED BY COLD-ROLLED SPIRAL STEEL BARS
Mao Tuming, Zou Daoqin, Zhang Haiyi
2011, 41(12): 75-78,83. doi: 10.13204/j.gyjz201112017
Abstract:
By using field testing and finite element method, structures' responses of floors respectively reinforced by cold-rolled spiral steel bars, plain round bars and cold rolled ribbed steel bars were compared under the normal working loads, which were fl...
PUSHOVER ANALYSIS OF SOIL-PILE-ECO-COMPOSITE WALLS INTERACTION SYSTEM
Huang Wei, Xue Weiwei, Zhang Chenghua, Li Yunzhang
2011, 41(12): 79-83. doi: 10.13204/j.gyjz201112018
Abstract:
Capacity spectrum method was adopted to perform nonlinear static seismic response(pushover) analysis for eco-composite wall structure with grouped pile foundation resting on natural foundation soil.The substructure technique was adopted to simulate p...
EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING
Zhao Liya, Liu Baojian, Wang Shutao
2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019
Abstract:
This paper carried out the experimental study on road engineering property of compaction phyllite material abandoning in the southwest area of China.The experiment results indicated that the broken structure phyllite pieces played a leading role in c...
DYNAMIC ANALYSIS OF THE VERTICAL SOIL SLOPE SUPPORTED WITH PILE-ANCHOR SYSTEM SUBJECTED TO EARTHQUAKE WAVE
Wang Pengcheng, Zhu Dayong, Sun Lingling
2011, 41(12): 88-91. doi: 10.13204/j.gyjz201112020
Abstract:
Pile-anchor system is widely applied in slope-reinforcing engineering.The study on dynamic response of the soil slope supported with pile-anchor system subjected to earthquake wave is very important to finding out failure mechanism and seismic charac...
ANALYSIS OF THE DISTRIBUTION OF LATERAL EARTH PRESSURE ON SOIL NAILING
Liu Lei, Song Erxiang
2011, 41(12): 92-97,29. doi: 10.13204/j.gyjz201112021
Abstract:
In the design of soil nailing, the spacing, the force and the length of the nails are estimated according to the lateral earth pressure.So the rational value and distribution of lateral earth pressure has a significant influence on the design.A three...
EXPERIMENTAL STUDY ON BASIC MECHANICAL BEHAVIOR OF A NEW TYPE CONCRETE HORIZONTAL-HOLE HOLLOW BLOCK MASONRY
Chen Wei, Zhou Xuhong, Wu Fangbo, Huang Hailin, Xu Jing
2011, 41(12): 98-101,115. doi: 10.13204/j.gyjz201112022
Abstract:
There are many problems existing in the engineering application of concrete vertical-hole hollow block masonry, for instance poor thermal insulation, seepage and crack.To solve these problems, a new type concrete horizontal-hole hollow block masonry ...
EXPERIMENTAL RESEARCH ON COMPRESSIVE STRENGTH OF POLYVINYL ALCOHOL FIBER CEMENT COMPOSITE MORTAR BY PULL-OUT POST-INSERT METHOD
Bu Liangtao, Li Jingyuan
2011, 41(12): 102-105. doi: 10.13204/j.gyjz201112023
Abstract:
In order to research a method for detecting the strength of polyvinyl alcohol fiber cement mortar, based on the test method of concrete strength, the pull-out post-insert method is selected for experiment.The result demonstrates that there is a good ...
TECHNOLOGY RESEARCH WORK ON HPFL STRENGTHENED RC STRUCTURE
Tang Fanhua, Jiang Longmin
2011, 41(12): 106-110. doi: 10.13204/j.gyjz201112024
Abstract:
The paper analyzes and systemizes the research work of some scholars on the issue of the strengthening effect of HPFL for RC structure.It concludes the basic characteristics and theory of HPFL strengthening RC structure, discusses the bonding HPFL to...
EXPERIMENTAL INVESTIGATION AND FINITE ELEMENT ANALYSIS OF TRUSS BEAM OF NEST LIGHT-GAUGE STEEL SYSTEM
Wang Zhijun, Zhu Lanying, Yu Binning, Luo Lai’an
2011, 41(12): 111-115. doi: 10.13204/j.gyjz201112025
Abstract:
Through the bearing capacity test and finite element analysis of five nest light steel truss beams of different connection types, this paper made a study on the stress characteristics, failure mode and ultimate bearing capacity of nest light steel tr...
STRESS ANALYSIS OF EDGE MEMBERS TO SPSW WITH OPENINGS
Lan Tao, Guo Yanlin, Hao Jiping
2011, 41(12): 116-120. doi: 10.13204/j.gyjz201112026
Abstract:
Taking a group of steel plate shear wall(SPSW) with openings with or without edge members as example, this paper states the importance of edge members in view of initial stiffness, ultimate load and ductility.The reasonable stiffness value of edge me...
RESEARCH ON FAILURE MODE OF T-TYPE RHS-CHS JOINTS WITH INNER DIAPHRAGM
Deng Peng, Wang Lai, Liu Yan, He Shasha
2011, 41(12): 121-125. doi: 10.13204/j.gyjz201112027
Abstract:
The construction of T-type CR joints with stiffening plate is proposed, according to principle of box column inner diaphragm.It is revealed that a reasonable construction measure will make the stiffened joints show plastic failure within diaphragm pl...
THE RESEARCH ON DETECTION IDENTIFICATION AND RESTORATION MEASURES FOR EXISTING RAILWAY BRIDGES OF ANGOLA
Miao Jijun, Fan Long, Liu Yanchun, Wang Yutian, Gao Litang
2011, 41(12): 126-129. doi: 10.13204/j.gyjz201112028
Abstract:
Detection identification was undertaken for the existing railway bridges of Luanda and Benguela in Angola according to Verification Norms of Railway Bridge issued by Ministry of Railways of the People's Republic of China, the damages of the existing ...
THE PROTECTION TECHNIQUE OF THE WEST GYMNASIUM IN TSINGHUA UNIVERSITY
Liu Fang, Tian Qingping, He Bengui
2011, 41(12): 130-136. doi: 10.13204/j.gyjz201112029
Abstract:
Built in 1921, Tsinghua University West Gymnasium is a country-level key historical relic building.The paper introduces the historical background and the stadium situation, focusing on the preparation before the repair work and the repair measures fo...
DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION
Sun Qiang, Hu Shuqiao
2011, 41(12): 137-140. doi: 10.13204/j.gyjz201112030
Abstract:
Large deformation on the tunnel top and adjacent slope occurred during the face excavation construction of left line of Yuanyanghui tunnel on Shanping express highway, with maximal displacement of 34 cm monitored on site.Based on the analysis of tunn...
CONSTRUCTION MONITORING AND PERFORMANCE ANALYSIS OF AN UNDERPINNING BRICK-CONCRETE STRUCTURE
Shao Jianwen, Gan Gang, He Yong, Mao Jianghong, Cui Heliang
2011, 41(12): 141-145,105. doi: 10.13204/j.gyjz201112031
Abstract:
Due to the change of structural function, one teaching building had to be retrofitted to a large-space office building.The underpinning technology had been adopted to transform this brick-concrete structure to a frame structure.In order to ensure its...
FUSION:THE NEW CAMPUS PLANNING AND PRACTICE OF QINGDAO TECHNOLOGICAL UNIVERSITY
Xie Xudong, Wang Guijie, Hao Chibiao
2011, 41(12): 146-149. doi: 10.13204/j.gyjz201112032
Abstract:
The article is about the process of planning of new campus of Qingdao Technological University, Starting from the spatial form, traffic organization, building image and cultural heritage etc, as well as through rational analysis and design, it has be...
METALLURGICAL PLANT ARCHITECTURE DESIGN BASED ON GREEN BUILDING CONCEPT
Wu Rui
2011, 41(12): 150-153. doi: 10.13204/j.gyjz201112033
Abstract:
The paper introduces the development and concept of green building.The importance and necessities of green building concepts are stressed.By using green building eco-system, the paper illustrates the ecological design of a metallurgical plant, includ...
2011, 41(12): 155-159. doi: 10.13204/j.gyjz201112034
Abstract: