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

2020 Vol. 50, No. 3

Display Method:
EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION
ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, LIU Zhonghua, HE Yunfei, LUO Kerong
2020, 50(3): 1-7,12. doi: 10.13204/j.gyjz202003001
Abstract:
14 short double-skin multi-cavity composite walls with steel truss were tested under axial compression. The influence of the end column of the cavity, the joints spacing of the steel bar truss and the diameter of the steel bar on the failure mode, be...
RESEARCH ON THE STABILITY OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION
HE Yunfei, SHU Ganping, ZHOU Guangen, QIN Ying, ZHOU Xiongliang
2020, 50(3): 8-12. doi: 10.13204/j.gyjz202003002
Abstract:
The double-skin multi-cavity composite wall consists of two external steel plates and infilled concrete. Mechanical connectors are used to enhance the composite action between the two materials. In the paper, a new truss connector was proposed, which...
EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS
HAN Jianhong, ZHOU Guangen, SHU Ganping, ZHOU Xiongliang, QIN Ying, HE Yunfei
2020, 50(3): 13-18,50. doi: 10.13204/j.gyjz202003003
Abstract:
Based on the quasi-static tests of three wall specimens with different axial compression ratios, the failure modes, bearing capacity, stiffness degradation, energy dissipation capacity, lateral deformation and shear deformation of the double-skin mul...
RESEARCH ON SEISMIC BEHAVIOR OF CONNECTIONS BETWEEN DOUBLE-SKIN MULTI-CAVITY OF COMPOSITE WALL WITH STEEL TRUSS AND H-SHAPED STEEL BEAM
CHEN Weigang, ZHANG Huikai, ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, QIN Ying
2020, 50(3): 19-23,28. doi: 10.13204/j.gyjz202003004
Abstract:
Based on the construction features of double-skin multi-cavity composite walls with steel truss,four new different configurations of the double-skin multi-cavity composite wall with steel truss to H-shaped steel beams connections proposed, so as to d...
EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS EXPOSED TO ONE-SIDE FIRE
DU Erfeng, ZHOU Xiongliang, QIN Le, HE Yunfei, SHU Ganping, ZHOU Guangen
2020, 50(3): 24-28. doi: 10.13204/j.gyjz202003005
Abstract:
In order to investigate the fire resistance of double-skin multi-cavity composite wall with steel truss, two specimens were tested exposed to one-side ISO-834 standard fire. A specimen was unprotected and the other was protected by thick coated firep...
RESEARCH ON MECHANICAL PROPERTIES AND STRESS MECHANISM OF EARTHQUAKE-RESILIENT PREFABRICATED OPENING-WEB CHANNEL BEAM-COLUMN JOINTS
ZHANG Ailin, CHENG Kuikui, JIANG Ziqin, WEI Shilan, SHEN Cunjie
2020, 50(3): 29-35. doi: 10.13204/j.gyjz202003006
Abstract:
The key to the earthquake-resilience is to ensure that the main components of the joint do not undergo plastic deformation, so after earthquake, the joint function can be restored by replacing the replaceable members. On that basis, a new type of joi...
RESEARCH ON MECHANICAL PROPERTIES AND STRESS MECHANISM OF EARTHQUAKE-RESILIENT DUCTILITY-REINFORCED PREFABRICATED OPENING-WEB STEEL CHANNEL BEAM-COLUMN JOINT
LAN Tao, LI Ran, YAN Tian, JIANG Ziqin, CHENG Kuikui
2020, 50(3): 36-42. doi: 10.13204/j.gyjz202003007
Abstract:
In order to avoid the interaction between flange cover plates and floor, a kind of earthquake-resilient ductility-reinforced prefabricated opening-web steel channel beam-column joint based on the concept of damage control and buckling-restrain was pr...
NUMERICAL STUDY ON SEISMIC BEHAVIOR OF EARTHQUAKE-RESILIENT DUCTILITY-REINFORCED PREFABRICATED OPENING-WEB STEEL CHANNEL BEAM-COLUMN JOINT
LAN Tao, SHEN Cunjie, LI Ran, JIANG Ziqin, CHENG Kuikui
2020, 50(3): 43-50. doi: 10.13204/j.gyjz202003008
Abstract:
Based on the ideas of damage control and buckling-restrain, the paper proposed a kind of earthquake-resilient ductility-reinforced prefabricated opening-web steel channel beam-column joint. The seismic behavior of 4 examples was studied by finite ele...
RESEARCH ON OPTIMIZATION OF NATURAL VENTILATION PERFORMANCE OF NATIONAL FITNESS CENTER BUILDINGS BASED ON RESPONSE SURFACE
BAI Xiaowei, LIU Deming, ZHANG Lingling, XIA Baishu
2020, 50(3): 51-57. doi: 10.13204/j.gyjz202003009
Abstract:
Based on the analysis of the characteristics of existing natural ventilation performance optimization methods, the optimization process based on response surface suitable for design stage was proposed. The core steps were: parameter sensitivity analy...
THE EMBODIMENT OF PREFABRICATED CONSTRUCTION CONCEPT IN THE DESIGN OF MODERN NEW MONGOLIAN YURT
HAI Rihan, ZHOU Jiaxu, JIA Xiaohu
2020, 50(3): 58-63,83. doi: 10.13204/j.gyjz202003010
Abstract:
As the carrier of Mongolian nomadic culture, mongolian yurt embodies prefabricated construction concept in structure or the way of building and dismantling. In the future, Mongolian construction development should integrate the prefabricated construc...
RESEARCH ON RECONSTRUCTION AND REUSE OF OLD INDUSTRIAL STRUCTURES FROM THE PERSPECTIVE OF EXPERIENCE
LIU Wenhuan, JIA Xiaohu
2020, 50(3): 64-68. doi: 10.13204/j.gyjz202003011
Abstract:
Old industrial structures are an important part of industrial heritage, and their reconstruction and reuse are of great significance for recording industrial civilization and improving urban vitality. From the perspective of users’ experience, the pa...
EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF UHPC COMPOSITE SLABS WITH STEEL TRUSS
JIN Lingzhi, LIAN Deming, LI Li, LIANG Xi
2020, 50(3): 69-75. doi: 10.13204/j.gyjz202003012
Abstract:
Based on the experimental study of two ultra-high performance concrete (UHPC) steel truss composite slabs and a concrete slab,the effect of steel truss on the flexural behavior of the UHPC composite slabs,such as deflection, cracks and concrete strai...
EXPERIMENTAL RESEARCH ON BENDING FATIGUE BEHAVIOR OF COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANELS
JIANG Dewen, HUANG Hailin, ZHU Mingqiao, ZHANG Mingliang, HUANG Shu
2020, 50(3): 76-83. doi: 10.13204/j.gyjz202003013
Abstract:
Slab-rib form is one of the important factors that affects the bending fatigue behavior of precast prestressed concrete composite slab.In order to study the effect of slab-rib form on bending fatigue behavior of composite slab, a comparative test of ...
LATERAL PERFORMANCE OF CROSS-LAMINATED TIMBER WALLS WITH TWO DIFFERENT CONSTRUCTION TYPES
OU Jiajia, YANG Xuebing, WANG Xijun, LI Zheng
2020, 50(3): 84-87,113. doi: 10.13204/j.gyjz202003014
Abstract:
The most common forms of construction systems in cross-laminated timber (CLT) are platform construction and balloon construction. In order to investigate the effect of construction type on lateral performance of CLT walls, two CLT walls with differen...
INFLUENCING FACTOR ANALYSIS ON THE BEARING CAPACITY OF JOINTS IN PRECAST CONCRETE SEGMENTAL BRIDGE COLUMNS
HU Hao
2020, 50(3): 88-95. doi: 10.13204/j.gyjz202003015
Abstract:
To analyze the influencing factors of bearing capacity of joints in segmental columns, the numerical analysis method of mechanical properties of segmental columns was proposed. Comprehensive parametric analysis was then conducted to obtain the influe...
ANALYSIS OF RADIAL ELASTIC VISCO-PLASTIC CONSOLIDATION FOR IDEAL SAND-DRAINED GROUND BASED ON HANSBO'S FLOW
LIU Zhongyu, LI Qingkai, ZHU Xinmu, XIA Yangyang
2020, 50(3): 96-101,108. doi: 10.13204/j.gyjz202003016
Abstract:
The traditional sand drain consolidation theory does not consider the significant rheological properties of soft clay and the non-Darcy characteristics of flow, which often leads to a large deviation between the calculated results and the observation...
ONE DIMENSIONAL ANALYTICAL SOLUTION FOR CONSOLIDATION OF A COMPOSITE GROUND WITH T-SHAPED DEEP CEMENT MIXING COLUMNS
YANG Tao, SHENG Zhicheng, WANG Hengdong
2020, 50(3): 102-108. doi: 10.13204/j.gyjz202003017
Abstract:
T-shaped deep cement mixing (DCM) column is a new type of DCM column with an enlarged column cap. Based on the equal vertical strain assumption, the equations governing consolidation of the surrounding soil around a fully penetrated T-shaped DCM colu...
EFFECT OF FREEZE-THAW CYCLING ON THE MECHANICAL PROPERTIES OF FIBER-REINFORCED CEMENTED SOIL
XU Lina, NIU Lei, ZHANG Ying, WANG Jun
2020, 50(3): 109-113. doi: 10.13204/j.gyjz202003018
Abstract:
Freeze-thaw cycling is one of the main factors influencing the micro-structure and strength of fiber-reinforced cemented soil. A series of unconfined compression tests and freeze-thaw tests were conducted on basalt fiber-reinforced cemented clay spec...
RESEARCH ON ANCHORAGE LENGTH OF STEEL STRAND EMBEDDED IN ULTRA-HIGH-PERFORMANCE CONCRETE
XUAN Shuaifei, ZHENG Hui, LIANG Xuejiao
2020, 50(3): 114-118,146. doi: 10.13204/j.gyjz202003019
Abstract:
Through pull-out tests of 12 groups bonding specimens of steel strand and UHPC,the failure mode and mechanism of the slip-breaking specimen with splitting crack in the whole process were emphatically analyzed, and then the effects of protective layer...
CAPILLARY WATER ABSORPTION CHARACTERISTICS OF CONCRETE AND ITS RELATIONSHIP WITH PORE STRUCTURE
GUO Qiusheng
2020, 50(3): 119-123. doi: 10.13204/j.gyjz202003020
Abstract:
In order to better understand the capillary water absorption characteristics of concrete, the influence of different types of concrete, steel fiber content, and curing conditions on the solution absorption amount were studied in the paper. The capill...
MIX PROPORTION DESIGN AND COMPRESSIVE STRENGTH TEST OF ULTRA-HIGH PERFORMANCE CONCRETE
YE Qingyang, XUE Congcong, YU Min, WU Mingyang
2020, 50(3): 124-130,141. doi: 10.13204/j.gyjz202003021
Abstract:
At present, the research on mix proportion of ultra-high performance concrete (UHPC) focus on reactive powder concrete (RPC), and the incorporation of coarse aggregate in RPC can reduce the cost and the shrinkage of concrete, but the research on the ...
EXPERIMENTAL RESEARCH ON FROST RESISTANCE OF DRY HANGING FACING STONE
LIU Junjin, TONG Yunqiu, ZHAO Yuxi, YAN Fan, LI Jianhui, WANG Chao, LI Dian
2020, 50(3): 131-135. doi: 10.13204/j.gyjz202003022
Abstract:
Taking the natural dry hanging stone which has been commonly used in stone curtain wall engineering as an example, under freeze-thaw cydes, the changes of compressive strength and flexural strength of granite, limestone and sandstone with different w...
EXPERIMENTAL RESEARCH ON THE EFFECT OF FLAKE MODIFICATION ON MICRO-CRACK RESISTANCE OF CONCRETE
LI Wenxiao, YANG Yongxin, ZOU Jing, DONG Shicheng, LIU Xiang, LI Jiaxing, LI Biao, ZHAO Jinjie
2020, 50(3): 136-141. doi: 10.13204/j.gyjz202003023
Abstract:
The method of adding fiber into concrete has been commonly used in engineering to improve the crack resistance of concrete. The flake is a micron-sized material with good mechanical properties and corrosion resistance. In the paper, six groups of con...
FULL-SCALE STABILITY EXPERIMENT AND FINITE ELEMENT ANALYSIS OF A NEW ARRAY COMBINED FORMWORK SUPPORT SYSTEM
SHI Kairong, LIN Jinlong, XU Jiebin, JIANG Zhengrong, SUN Hui, CHEN Ju, LIN Lin
2020, 50(3): 142-146. doi: 10.13204/j.gyjz202003024
Abstract:
A new type of array combined formwork support system is composed of array aluminium frames, adjustable steel pipe supports, horizontal tubes and plastic templates. A single-span four-column frame unit was selected to perform a full-scale anti-overtur...
APPLICATION OF COMPOSITE THERMAL ENCLOSURE WALLBOARD IN A PREFABRICATED STEEL STRUCTURE BUILDING
LI Weinan, YANG Xiao, WANG Yuedong, SHANG Renjie, GUI Yufei, HOU Zhaoxin
2020, 50(3): 147-150,123. doi: 10.13204/j.gyjz202003025
Abstract:
Combined with the example of prefabricated steel structure construction, the prefabricated enclosure wallboard was studied. The thermal insulation performance of six kinds of composite wallboard was compared, and a box-type ALC+rock wool composite "s...
RETROSPECT, THINKING AND ENLIGHTENMENT OF BEIJING INDUSTRIAL HERITAGE PROTECTION AND REUSE
MENG Fanlei, QI Chaojie
2020, 50(3): 151-155. doi: 10.13204/j.gyjz202003026
Abstract:
Beijing has long been at the forefront of the country in the field of academic research and engineering practice of industrial heritage. Over the past ten years, the development and utilization of industrial heritage (remains) has been in full swing,...
RESEARCH ON SEISMIC BEHAVIOR OF BEAM-COLUMN JOINTS OF PREFABRICATED STEEL FRAME STRUCTURES
MEN Yiang, WANG Xinwu, YU Yongqiang, SHI Qiang
2020, 50(3): 156-159,135. doi: 10.13204/j.gyjz202003027
Abstract:
For the semi-rigid joints of beams and columns connected by two T-shaped steel joints with different thicknesses, the variation of bolt pre-tightening force, hysteretic behavior and stiffness degradation were analyzed by experiments and finite elemen...
EXPERIMENTAL RESEARCH ON THE BOND BEHAVIOR OF GFRP BARS IN BFRP-CONFINED CONCRETE
WANG Yanlei, WANG Mifeng, ZHANG Xue, XU Qingfeng
2020, 50(3): 160-166. doi: 10.13204/j.gyjz202003028
Abstract:
The bond behavior of GFRP bar in BFRP-confined concrete was experimentally investigated. 36 specimens were prepared for pull-out test. The test variables included the number of BFRP layers (0, 1, 2 and 3 layers of fiber fabric) and the compressive st...
EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF FRP SANDWICH PANELS WITH HYBRID CORE
LUO Yimin, ZHENG Yi, LI Rong
2020, 50(3): 167-171,166. doi: 10.13204/j.gyjz202003029
Abstract:
Fiber-reinforced polymer (FRP) composite sandwich systems has the advantages of light weight, high strength, and long service life. Hybrid core systems were used to manufacture sandwich composites with higher performance. FRP composite sandwich panel...
RESEARCH ON MECHANICAL PROPERTIES AND STRESS-STRAIN RELATIONSHIP OF ECC UNDER COMPRESSION
LI Ke, YU Peng, LIU Weikang, WANG Xinling
2020, 50(3): 172-177. doi: 10.13204/j.gyjz202003030
Abstract:
Through uniaxial compression tests on five groups of ECC (Engineered Cementitious Composites) prismatic specimens and one group of cement mortar matrix specimens, the effects of PVA (Polyvinyl Alcohol) fiber ratio and water-binder ratio on compressiv...
REALIZATION METHOD AND APPLICATION OF BUILDING REVERSE MODELING BASED ON 3D LASER SCANNING
YAO Xihong, ZHOU Yemei, JIA Song, ZHAO Wei
2020, 50(3): 178-181,189. doi: 10.13204/j.gyjz202003031
Abstract:
The 3D laser scanning reverse modeling technology has been widely adopted in various fields of building construction due to its high efficiency, accuracy and low cost.However, 3D laser scanning belongs to measurement field while building information ...
RESEARCH ON TANG YANG OF ANCIENT BUILDINGS IN THE FORBIDDEN CITY
ZHOU Qian
2020, 50(3): 182-189. doi: 10.13204/j.gyjz202003032
Abstract:
Tang Yang means building model sample of building in Qing dynasty. Tang Yang in the Forbidden City was used to be submitted to the emperor for preview. A Tang Yang can show the all-around information of a Qing dynasty building such as appearance, con...