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

2012 Vol. 42, No. 9

Display Method:
STUDY ON THE MATERIALS'PERFORMANCE OF AUTOCLAVE LIGHT WEIGHT CONCRETE COMBINED WALL OF SINGAPORE UNIVERSAL STUDIO PROJECT
Hou Zhao-xin, Chen Fu-lin, Zeng Zhao-bo, Yu Hai-yang, Li Yong-hui
2012, 42(9): 1-5,25. doi: 10.13204/j.gyjz201209001
Abstract:
Combined with the new external wall system of Singapore Universal Studio Project, it is conducted a series of studies on material properties, main performance indexes in clude outer wall materials'physical properties of buildings, bearing capacity of...
WATERPROOF MEASURES OF PRECAST WALL PANEL SYSTEM OF SINGAPORE UNIVERSAL STUDIO PROJECT
Huang Guo-hong, Chen Fu-lin, Xie Shu-ilan, Du Yan-fei, Tang Wei
2012, 42(9): 6-10. doi: 10.13204/j.gyjz201209002
Abstract:
Combined with the outer wall system, which was used for the first time in Singapore Universal Studio Project, it is deeply studied the waterproof of buildings'outer wall in high-temperature and rainy areas, and carried out optimal design of waterproo...
THE STRUCTURAL ARRANGEMENT AND DETAILING OF HOT ROLLED H-SHAPED STEEL HINGED RIGID TRUSS STRUCTURE OF SINGAPORE UNIVERSAL STUDIO PROJECT
Sun Chuan-hua, Miao You-wu, Zhang Hai-jun, Zhao Jian-guo, Xue Ling-xiang
2012, 42(9): 11-14. doi: 10.13204/j.gyjz201209003
Abstract:
The hinged rigid frame structures are used for Singapore Universal Studio Project, with which a spatial structure system is formed by installing column, truss, tie beam between columns (or wall beam), column bracing and roof support, which can be use...
STUDY ON THE DESIGN AND CALCULATION-ANALYSIS OF THE EXCAVATION ENVELOPE STRUCTURE OF"THREE WALLS UNIFIED INTO ONE"OF SINGAPORE MARITIME MUSEUM
Liu Zhi-ming, Liu Bo, Ma Xiao-ming, Yang Zhi-hui, Xu Jia
2012, 42(9): 15-19. doi: 10.13204/j.gyjz201209004
Abstract:
With the growing scarcity of land resources, especially in coastal areas, much attention is paid to the efficient use of underground space.But with the excavations being dug deeper and deeper, the geotechnical conditions of the stratum become more an...
THE INFORMATION MONITORING TECHNOLOGY OF THE CONSTRUCTION OF DEEP EXCAVATIONS IN COASTAL AREAS WITH COMPLICATED GEOLOGIC CONDITIONS OF SINGAPORE MARITIME MUSEUM
Wang Yue-dong, Tan Zhi-yong, Liu Zhi-ming, Wen Lin-jun, Zhao Xu
2012, 42(9): 20-25. doi: 10.13204/j.gyjz201209005
Abstract:
Singapore Maritime Museum was constructed on the reclaimed land by the sea.There was a big construction risk in the stage of foundation excavation.Inappropriate construction control measures would lead to large deformation of the support structure fo...
GREEN-FRIENDLY CONSTRUCTION AND COMPARISON OF EVALUATION SYSTEM BETWEEN SINGAPORE AND CHINA OF SINGAPORE UNIVERSAL STUDIO PROJECT
Wang Bo, Sun Chao, Chen Fu-lin, Sui Zuo-gang, Xu Li-li
2012, 42(9): 26-29. doi: 10.13204/j.gyjz201209006
Abstract:
In recent years, the countries all over the world extend the concepts ofgreenandlow carbonto every corner of the construction field, and put forward different green building goals and green building measures. According to the requirements for green b...
APPLICABILITY OF THE CONTROLLABLE WATER-DISCHARGING PRESSURE RELIEF TECHNOLOGY ON ANTI-FLOATING OF STRUCTURES OF SINGAPORE UNIVERSAL STUDIO PROJECT
Liu Bo, Zhang Hui-dong, Chen Fu-lin, Zeng Zhao-bo, Xing Yu-hang
2012, 42(9): 30-33,29. doi: 10.13204/j.gyjz201209007
Abstract:
The controllable water-discharging pressure relief technology system on anti-floating of structures is the results with independent innovation of the system, which is based on scientific research and engineering practice.In the process of specific ap...
THE STUDY ON MAINTENANCE SYSTEM DESIGN AND WIND TEST OF STEEL ROOF OF SINGAPORE UNIVERSAL STUDIO PROJECT
Wei Yun-bo, Hou Zhao-xin, Zhang Jian-jun, Liu Hao, Peng Tie-hong
2012, 42(9): 34-38. doi: 10.13204/j.gyjz201209008
Abstract:
It is introduced in detail the related design of the maintenance system of a steel roof firstly.Then, related test equipment and testing procedures are designed to simulate the state of the steel roof affected by the wind.Finally, some methods are pr...
THE APPLICATION OF MODERN INFORMATION TECHNOLOGY IN THE PROJECT INFORMATION MANAGEMENT OF SINGAPORE UNIVERSAL STUDIO PROJECT
Zeng Zhao-bo, Chen Xiao-dong, Liu Yuan-yuan, Wang Ying, Deng Xiao-fang
2012, 42(9): 39-41. doi: 10.13204/j.gyjz201209009
Abstract:
Tense duration and rapid transfer of engineering material resulted in a lot of cross work and complicated problems in Singapore Universal Studio Project.There are a lot of work coordination information from different levels continuously, which make h...
SUPERVISION AND MANAGEMENT SYSTEM OF EXCAVATION ENGINEERING OF RESORTS WORLD SINGAPORE
Liu Bo, Liu Zhi-ming, Zhang Hui-dong, Chen Fu-lin, Liu Zhong, Xu Jia
2012, 42(9): 42-45,19. doi: 10.13204/j.gyjz201209010
Abstract:
Refer to the practice from the procedure of Building Construction Authority (BCA) of Singapore in the excavation engineering of Resorts World Singapore, supervision and management system to excavation engineering of the Singapore BCA is comprehensive...
THE RETHINKING OF THE PRESERVATION AND REGENERATION OF URBAN HISTORIC AREAS FROM HUMAN-ECOLOGY PERSPECTIVE
Su Xia
2012, 42(9): 46-50,14. doi: 10.13204/j.gyjz201209011
Abstract:
From a perspective of human ecology, the ways of preservation and regeneration of historic areas in cities which are of larger scales than those of historic buildings and streets are explored; and the variety of human ecology, the issues which are re...
THE STUDY ON THE DESIGN OF HIGH-RISE OFFICE BUILDINGS ON THE BACKGROUND OF HIGH-DENSITY AND SMALL LAND PARCEL IN CITY
Zhao Qian, Chen Li
2012, 42(9): 51-55. doi: 10.13204/j.gyjz201209012
Abstract:
Taking the design of Shanghai Xinhuadong International Office Building for example, it is explored the way to design the high-rise office buildings on the background of high-density and small land parcel in city from the angle of urban design.Firstly...
STUDY ON EXPERIMENT AND DISPLACEMENT-BASED DESIGN METHOD OF THE MAIN BUILDING FOR THERMAL POWER PLANT
Yin Long-xing, Bai Guo-liang, Li Hong-xing, Li Xiao-wen
2012, 42(9): 56-60. doi: 10.13204/j.gyjz201209013
Abstract:
In order to solve existing problems of performance index and seismic design of main buildings for thermal power plants, experimental study on the seismic performance was conducted, and displacement-based seismic design (DBSD) method was proposed.Dama...
APPLICATION OF DAUBECHIES CONDITIONAL WAVELET GALERKIN METHOD IN COMPUTATION OF STRUCTURAL FUNDAMENTAL COMPONENTS
Chen Ya-qin, Zhang Hong-guang, Dang Fa-ning
2012, 42(9): 61-65. doi: 10.13204/j.gyjz201209014
Abstract:
In order to promote the application of wavelet theory in structural computation, Daubechies wavelet Galerkin method is studied to computate the structural fundamental components.Because the displacement curve solved by the present Daubechies wavelet ...
EXPERIMENTAL STUDY ON THE SHEAR BEHAVIOR OF RECYCLED AGGREGATE CONCRETE BEAMS
Du Zhao-hua, Liu Li-xin, Fu Jun-fei
2012, 42(9): 66-70,78. doi: 10.13204/j.gyjz201209015
Abstract:
By experiment with the reinforced concrete beams of concrete strength grade of C30, recycled aggregate replacement ratios of 0%, 50% and 70%, and having 9 HRB500 bars, different recycled aggregate replacement ratios, different shear span ratios, the ...
STUDY ON PRESTRESS LOSS OF CONCRETE STRUCTURE STRENGTHENED WITH PRESTRESSED CFRP PLATES
Deng Lang-ni, Zhang Peng, Yang Fan, Kang Kan
2012, 42(9): 71-74. doi: 10.13204/j.gyjz201209016
Abstract:
Analysis of prestress loss of concrete structure strengthened with prestressed CFRP plates in tension and using stage is one of the key problems of prestressed CFRP plate technology.Based on the analysis and summary for the existing reinforcement tec...
INFLUENCE OF RIGID ZONE SETTING FOR BEAMS AND COLUMNS ON SEISMIC PERFORMANCE OF REINFORCED CONRETE FRAME STRUCTURES
Chen Lin-zhi, Feng Yuan
2012, 42(9): 75-78. doi: 10.13204/j.gyjz201209017
Abstract:
The ends of reinforced concrete (RC) frame members are often modeled with rigid zones in the response analysis of RC frame structures, considering the relatively large stiffness of node panels.The seismic response and damage progress of RC frame stru...
STUDY ON OBLIQUE SECTION BEARING CAPACITY OF STEEL REINFORCED CONCRETE T-SHAPED COLUMNS
Zhang Xiang-gang, Chen Zong-ping, Wang Ni, SuYi-sheng, Hu Fei-peng
2012, 42(9): 79-83. doi: 10.13204/j.gyjz201209018
Abstract:
In order to study shear bearing capacity of the steel reinforced concrete T-shaped columns in negative moment zone, 4 specimens with different shear span ratios, steel form, stirrup ratios and sectional form were designed and produced to carry out mo...
OPTIMIZATION ANALYSIS OF INDOOR MODEL TEST SCHEME FOR ROCK-SOCKED FOUNDATION PILE IN KARST AREA
Zhang Zhi-hao, Zhang Hui-le, Han Xiao-meng
2012, 42(9): 84-89. doi: 10.13204/j.gyjz201209019
Abstract:
Because of high costs of field test and difficulty to do destructive test, the indoor model test of karst area rock-socked pile to study on bearing capacity is necessary.Through the simplification for the system of rock-socked pile and bedrock, two t...
ANALYSIS OF EARTH PRESSURE ON THE RETAINING STRUCTURE DUE TO SURCHARGE NEAR THE EXCAVATION
Wang Hong-liang, Song Er-xiang, Song Fu-yuan
2012, 42(9): 90-95,60. doi: 10.13204/j.gyjz201209020
Abstract:
In this paper, earth pressure on the retaining structure due to surcharge near the excavation was analyzed, and the proposals from different technical codes were compared.The location of the maximum additional pressure was determined according to the...
FAILURE PATTERN STUDY AND STABILITY ANALYSIS OF PILE FOUNDATION IN KARST AREA
Sun Ying-xia, Zhang Zhi-hao, Wang Jin-an
2012, 42(9): 96-102. doi: 10.13204/j.gyjz201209021
Abstract:
Based on the indoor model test, the stability analysis of the rock mass in karst area affected by pile was carried out by numerical simulation with the finite difference method.From the calculation results, it was obtained the changing procedure of t...
BEARING MECHANISM AND CAPACITY OF PEDESTAL BORED PILE COMPACTED COLUMN-HAMMER
Wang Enyuan, Wu Mai, Yang Bin
2012, 42(9): 103-106. doi: 10.13204/j.gyjz201209022
Abstract:
Pedestal concrete pile is by Technical Code of Building Pile Foundation.(JGJ 942008), which is a new development of concrete pedestal pile technology.This new kind of pile has the advantage of higher bearing capacity and simpler driving procedure.The...
STUDY ON THE PREDICTION MODEL OF THE SINGLE PILE VERTICAL BEARING CAPACITY BASED ON WAVELET PROBABILISTIC NEURAL NETWORK AND ITS USE
Zhang Li-ping
2012, 42(9): 107-109,161. doi: 10.13204/j.gyjz201209023
Abstract:
It was analyzed that the applied principles of wavelet probabilistic neural network (WPNN) and data fusion technique in the prediction of single pile vertical bearing capacity, and a prediction model based on WPNN and data fusion technique was set up...
SOAKING EXPERIMENTAL STUDY ON CONCRETE STRUCTURE OF RESISTING CHLORIDE ION ERODING UNDER DIFFERENT STRESS STATES
Luo Xiao-yong, Zou Hong-bo, Huang Su-hui
2012, 42(9): 110-115. doi: 10.13204/j.gyjz201209024
Abstract:
By way of soaking in laboratory, it is studied the laws of the chloride ion diffusion and distribution in the concrete with the different strength grades under the action of the stress and chlorideion eroding, through rapid chloride ion eroding exper...
STUDY ON DYNAMIC COMPRESSIVE TOUGHNESS OF AFRP CONFINED CONCRETE
Yuan Lu, Yang Hui, Huang Qing-guo, Yang Bing-hui
2012, 42(9): 116-119. doi: 10.13204/j.gyjz201209025
Abstract:
100 mm Split Hopkinson pressure bar (SHPB) apparatus was applied to study the dynamic mechanical properties of AFRP(aramid fiber-reinforced plastic) confined concrete.The comprehensive evaluation system consisted of peak strain method and characteri...
COMPARATIVE STUDY ON FALSEWORK SCHEME OF STEEL WEBS FOR PC COMPOSITE BOX-GIRDER WITH CORRUGATED STEEL WEBS DURING CANTILEVER CONSTRUCTION
Jiang Ke-bin, Ding Yong, Gao Hai-yun, Wang Wei-xing, Zhou Yin-zhi
2012, 42(9): 120-124. doi: 10.13204/j.gyjz201209026
Abstract:
Some temporary support structures are often installed on steel webs to ensure construction safety for PC composite box-girder bridge with corrugated steel webs during cantilever construction.To overcome the disadvantage of large space occupation for ...
CONSTRUCTION TECHNOLOGY OF THE PRESTRESSED CABLE FOR REFORMING THE AWNING PROJECT OF LIAOCHENG RAILWAY STATION
Tang Tao, Si Bo, Zuo An-wei
2012, 42(9): 125-128. doi: 10.13204/j.gyjz201209027
Abstract:
The Liaocheng Railway Station was rebuilt in May, 2010.Beam string was used for the new platform. Semi-span installation was used for beam string, and high roller-oriented traction installation method used for the prestressing cables.The installation...
CONSTRUCTION METHOD FOR CERAMIC PLATE CURTAIN WALL OF CENTURY HALL IN TSINGHUA UNIVERSITY
Yang Hai-yong, Bai Yin, Xing Yi
2012, 42(9): 129-133. doi: 10.13204/j.gyjz201209028
Abstract:
Brick red ceramic plate curtain wall system was adopted in Century Hall in Tsinghua University creatively. As the ceramic plate curtain wall modeling is very complicated in some area, the steel structural composite truss bracing system is employed.It...
SCIENTIFIC SELECTION OF STRUCTURAL SYSTEM IS THE GUARANTEE OF URGENCY TO THE METICULOUS DESIGNING
Lu Cilin
2012, 42(9): 134-137. doi: 10.13204/j.gyjz201209029
Abstract:
The meticulous designing is the key to the promotion of sound development of the steel structural industry, and the correct selection of structural system is the guarantee of urgency to the meticulous designing.It was ex pounded the content of the sc...
LOCAL BUCKLING OF I-SECTIONS IN COMPRESSION AND BENDING
Tong Gen-shu, Peng Guo-zhi
2012, 42(9): 138-144,119. doi: 10.13204/j.gyjz201209030
Abstract:
Local buckling of I-sections in compression and bending was investigated.Exact buckling coefficients of the web plate in axial compression was determined by the buckling theory of plates; And when under both axial compression and bending moment, FEA ...
STUDY ON THE BRITTLE FRACTURE CHARACTERISTICS OF RIGID JOINTS IN STEEL FRAME
Liu Yun, Wang Wei, Wang Yan
2012, 42(9): 145-149. doi: 10.13204/j.gyjz201209031
Abstract:
Taking the widening flange section, side-plate reinforced section, flange-plate reinforced section, coverplate reinforced section, reduced beamed section, and ordinary section as research objects, it was made a comparative analysis of the possibility...
ANALYSIS OF SHEAR BEHAVIOR OF STEEL-CONCRETE CELLULAR COMPOSITE BEAM
Jia Lian-guang, Li Qing-wen, Zhang Yue-guo
2012, 42(9): 150-156,124. doi: 10.13204/j.gyjz201209032
Abstract:
It was researched shear behavior of cellular beam with web opening and cellular composite beam considering the action of concrete slab.Based on the test, a reasonable finite element model was established.The cellular composite beam of different openi...
DESIGN OF TEMPORARY TRESTLES FOR LARGE STEEL STRUCTURE CONSTRUCTIONS
Tian E, Yang Zheng-jun, Li Yi, Lv Huang-bing, Peng Pai
2012, 42(9): 157-161. doi: 10.13204/j.gyjz201209033
Abstract:
For a high-rise building, a large steel trestle was designed, complex support between the column spacing was erected; connect boom connecting with column at the support plane was set, horizontal connecting rod and inclined plane pole were also set to...
THE FUSION OF THE NEW AND THE OLD: THE DESIGN AND TECHNICAL MEASURES FOR CONNECTION BETWEEN THE EXISTING BUILDING AND THE NEW BUILDING IN THE EXTENSION OF CHINA NATIONAL MUSEUM
Du Yan-hong
2012, 42(9): 162-166. doi: 10.13204/j.gyjz201209034
Abstract:
As the important cultural center in the Tiananmen Square, The old China National Museum constructed in 1950's year had not fit in with the needs of modern cultural propaganda.Since 2004, t he seven years extension project of the China National Museum...
THE CAISSON CONSTRUCTION OF A SWIRL POOL AND ITS INSTABILITY TILT ANALYSIS AND TREATMENT
Li Jin-bao, Jiang Tao, Shi Xian-wang, Xu Wen-ping
2012, 42(9): 167-172,137. doi: 10.13204/j.gyjz201209035
Abstract:
It was presented that the caisson construction technique, instability causes and rectification treatment procedure of a swirl pool.It was investigated and analyzed the construction organization, design, construction technique and the actual geologica...
A COMPARATIVE STUDY ON STEVEN HOLL'S PHENOMENOLOGICAL ARCHITECTURE AND CHINESE CLASSICAL GARDENS
Feng Lin
2012, 42(9): 173-177,102. doi: 10.13204/j.gyjz201209036
Abstract:
The cross-era, cross-cultural and interdisciplinary relations are present in the idea, material and space of Chinese classical gardens and Steven Holl's phenomenological architecture.The responses to the human being, perception and action reflect the...
THE"DEMATERIALIZATION"TENDENCY OF THE ARCHITECTURE MATERIAL'S LANGUAGE
Zhao Xing, Huang Zeng-jun, Zhang Yu-kun
2012, 42(9): 178-180. doi: 10.13204/j.gyjz201209037
Abstract:
Thedematerializationtendency refers to the process, which is with the progress of the times and technology development, the architecture materials constantly go beyond the basic material properties, from seeking light and transparent, translucent to ...