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

2021 Vol. 51, No. 8

Display Method:
RESEARCH ON AUTOMATIC OPTIMIZATION METHOD OF RESIDENTIAL DISTRICT LAYOUT BASED ON ENERGY EFFICIENCY
LIU Ke, XU Xiaodong, WANG Wei
2021, 51(8): 1-10,27. doi: 10.13204/j.gyjzG20111404
Abstract:
There are many serious challenges for the environment and energy in China, energy efficiency in residential districts has attracted much attention. Optimizing the layout of residential districts to improve urban microclimate is an effective mean to r...
ANALYSIS ON THE KEY POINTS OF GREEN DEVELOPMENT OF URBAN RAIL TRANSIT
DING Yong, LI Wenjing, GAO Haoran
2021, 51(8): 11-18. doi: 10.13204/j.gyjzG20040907
Abstract:
Urban rail transit has brought a series of social problems about energy consumption and environment with its rapid development. With the gradual advancement of green development in various industries, the green development of urban rail transit has g...
RESEARCH ON DIAGNOSIS AND TREATMENT FOR THERMAL ENVIRONMENT FROM THE PERSPECTIVE OF HEALTHY DWELLING
LI Bin, GUO Weihong, DOU Jianqi, LIU Xiao, ZHANG Yuqing
2021, 51(8): 19-27. doi: 10.13204/j.gyjzG20103004
Abstract:
With the increasing concern about healthy human dwellings, how to diagnose and treat the healthy levels of newly built and existing buildings in our country has become a key problem. Healthy settlements are closely related to healthy buildings, and i...
QUANTITATIVE RESEARCH ON SPATIAL FORMS OF VILLAGES IN GUANZHONG REGION OF SHAANXI PROVINCE
YU Zhichun, QIU Yiping
2021, 51(8): 28-33. doi: 10.13204/j.gyjzG20111203
Abstract:
Based on the theory of microclimate, architectural space form is closely related to microclimate, village spatial form planning and design has high energy-saving potential. The paper took village in Guanzhong region of Shaanxi Province as the researc...
DESIGN AND PRACTICE OF LOW-CARBON HOUSING OF ZHONGDA IN TONGLI
HAN Shengsheng, JU Xiaolei, PANG Luxin
2021, 51(8): 34-38. doi: 10.13204/j.gyjzG20020705
Abstract:
As an important part of low-carbon economy, low-carbon housing has become a trend in the development of real estate industry. It will also become the future choice of urban development in China. Taking the field construction of the first prize of the...
RESEARCH ON PUBLICNESS EVALUATION OF BUILDING ATTACHED OPEN SPACES IN HIGH-DENSITY BLOCKES
LIANG Rui, LIANG Zhicheng, JINAG Haiyan, QIU Yunye
2021, 51(8): 39-44. doi: 10.13204/j.gyjzG21022002
Abstract:
Providing public open space that can satisfy people's life needs with higher quality in high-density urban blocks is an important task and challenge for urban construction and management in the new era. The establishment of a method for evaluating th...
RESEARCH ON SEISMIC PERFORMANCES OF FIRST ASEISMIC GRADE FRAMES WITH PSRC VIERENDEEL TRUSS TRANSFER STORIES UNDER MAIN-AFTER SHOCKS
CHEN Yong, JIAN Bin, LIU Chong
2021, 51(8): 45-52,105. doi: 10.13204/j.gyjzG20071008
Abstract:
Based on the design method of "three-line defenses seismic fortification", two pieces of first aseismic grade frames with PSRC vierendeel truss transfer story and different numbers of the upper stories were designed under eight degree (0.2g) of seism...
EXPERIMENTAL STUDY ON RESTORING FORCE MODEL FOR STEEL-POLYPROPYLENE-FIBER-REINFORCED CONCRETE SHEAR WALLS WITH LITHIUM SLAG
ZHANG Guangtai, LIU Shituo, WANG Mingyang, LI Ruixiang, GUO Qiaojun
2021, 51(8): 53-59,33. doi: 10.13204/j.gyjzG20053102
Abstract:
In order to study the seismic performance and restoring force characteristics of steel-polypropylene-fiber-reinforced concrete shear wall with lithium slag, three shear walls were tested by quasi-static test. The components had gone through the elast...
ANALYSIS OF SHEAR CAPACITY OF UHPC GIRDERS BASED ON THE MCFT THEORY
MIAO Jianbao, TONG Hanyuan, XU Bing, LI Lifeng
2021, 51(8): 60-67,18. doi: 10.13204/j.gyjzG20052801
Abstract:
In order to study the shear behavior of ultra-high performance concrete beams, based on the MCFT theory, the bending moment effect was superimposed and the UHPC (ultra-high performance concrete) constitutive relation of this part was modified. The co...
TESTS AND NUMERICAL SIMULATION OF SIDE PRESSURE ON SILO WALLS BY STORAGE MATERIALS
WU Chengxia, XU Zhijun, PANG Zhaokun, YUAN Fang, JIANG Xuejia
2021, 51(8): 68-73. doi: 10.13204/j.gyjzG20041307
Abstract:
The dynamic pressure of silo discharging is the main cause of silo wall failure, and the type of storage material were is an important factor affecting dynamic pressure. The silo discharging tests were conducted on the silos infilled with three kinds...
SHAKING TABLE TEST AND DAMAGE ANALYSIS OF STEEL FRAME STRUCTURE
WANG Shuqi, TIAN Shizhu
2021, 51(8): 74-78,86. doi: 10.13204/j.gyjzG20041904
Abstract:
In order to study the structural response and damage form under earthquake, a two-bay-three-span three-story space steel frame structure with incomplete scale was selected. Ninghe wave, El Centro wave, and Taft wave were used as excitation to conduct...
NUMERICAL ANALYSIS ON SEISMIC PERFORMANCE OF RESILIENT STEEL BEAM-COLUMN JOINTS USING SUSPENDED CONNECTIONS
ZHAO Junxian, CAI Zexin, SHAO Xudong, ZHANG Jingcheng, HAO Guiqiang, SHI Xiaona
2021, 51(8): 79-86. doi: 10.13204/j.gyjzG20012301
Abstract:
In order to solve the problem that the residual defomation at the bean ends of steel frame caused by platic damage after the earthquake is too large to be repaired, a new resilient steel beam-column joint featured with low damage and easy maintenance...
STUDY ON MECHANICAL PROPERTIES OF JOINTS CONNECTING H-SHAPED STEEL BEAM AND RECTANGULAR STEEL TUBE COLUMN WITH A NEW-TYPE DIAPHRAGM
ZHAO Wenzhan, GUO Jianyun
2021, 51(8): 87-92,172. doi: 10.13204/j.gyjzG20012901
Abstract:
For the problems of residential steel structure buildings that steel members protrude from the wall surface and the building decoration at the joint is difficult, based on the actual engineering, the paper proposed a new type of diaphragm-through ste...
EXPERIMENTAL RESEARCH ON CORRODED H-SHAPED STEEL SHORT COLUMN UNDER ECCENTRIC COMPRESSION
XU Shanhua, XING Zhen, ZHANG Zongxing
2021, 51(8): 93-98. doi: 10.13204/j.gyjzG19112810
Abstract:
In order to study the influence of corrosion damage on the bearing capacity of H-shaped steel members under compression, especially the local buckling performance, six short H-shaped steel short columns with different degrees of corrosion were design...
EXPERIMENTS AND CALCULATION METHODS ON PERFORMANCE OF PREFABRICATED COLD-FORMED STEEL (CFS) COMPOSITE WALLS FILLED WITH LIGHT MORTAR UNDER AXIAL COMPRESSION
WANG Jingfeng, ZHANG Rong, WANG Wanqian, LIU Chao, ZHANG Huijie, WANG Can
2021, 51(8): 99-105. doi: 10.13204/j.gyjzG20072110
Abstract:

With the development of green prefabricated rural building in decades, the traditional cold-formed steel (CFS) wall reveals some shortcomings, such as poor sound insulation, low bearing capacity and weak thermal insulation. In order to improve the pe...

SHEAR PERFORMANCE EXPERIMENTS OF COLD-FORMED THIN-WALLED STEEL LOAD-BEARING WALLS
CHU Yunpeng, LUO Ping, ZHOU Yuan
2021, 51(8): 106-113,136. doi: 10.13204/j.gyjzG20101908
Abstract:
Cold-formed thin-walled steel composite wall has been widely used in steel multi-story dwellings at home and abroad. When it is taken as double-layer-load-bearing walls, the weak part is located in the floor connection between the upper and lower wal...
DESIGN AND EXPERIMENTAL STUDY OF HONEYCOMB RETAINERS FOR SEISMIC ENERGY-DISSIPATION
ZANG Xueyu, QI Lukuan
2021, 51(8): 114-119. doi: 10.13204/j.gyjzG20031704
Abstract:
The girder bridges which have been widely used are prone to occur lateral girder-falling damage under the earthquake action. In order to improve the limit and energy dissipation effect of the retainers under the earthquake action, based on the charac...
EXPERIMENTAL RESEARCH OF LATERAL PRESSURE ON SELF-COMPACTING CONCRETE FORMWORKS CONSIDERING TIME-VARYING PROPERTIES
WU Shukang, ZHANG Wenxue, JI Jun, LU Xiangtao
2021, 51(8): 120-125. doi: 10.13204/j.gyjzG21010409
Abstract:
Aiming at the problem that the research on the calculation of the lateral pressure of self-compacting concrete formwork is not perfect enough, a calculation model of the lateral pressure of self-compacting concrete formwork was established based on J...
EXPERIMERTAL RESEARCH ON TEMPERATURE FIELD EFFECT OF STANDING SEAM ALUMINUM ALLOY ROOF SYSTEMS
WANG Mingming, XIN Zhiyong, OU Tong, WANG Dayang, ZHANG Yongshan, ZHU Yong
2021, 51(8): 126-136. doi: 10.13204/j.gyjzG20091602
Abstract:
Metal roof systems have been widely used in various important landmark buildings, and are often affected by periodic solar radiation, temperature changes and other environmental influences. The deformation and stress distribution of the standing seam...
CHARACTERISTICS AND DEVELOPMENT TREND OF STRUCTURAL DESIGN FOR SINGLE BUILDING IN THEME PARKS
LIU Zongquan, YUE Qingrui, LI Rong, ZENG Zhaobo, DING Yi
2021, 51(8): 137-140,218. doi: 10.13204/j.gyjzG20122104
Abstract:
In recent years, as the demand of cultural tour increases continuously, the theme park engineering starts to get more attention in the civil engineering field. Compared with regular structural design, the design work of building in theme park is diff...
STUDY ON BEARING CHARACTERISTICS OF BAMBOO-PILE SOIL-NAIL COMPOSITE SUPPORT SYSTEMS
DENG Yousheng, PENG Chengpu, CHENG Zhihe, YANG Ruijuan, FU Yunbo, LI Lingtao
2021, 51(8): 141-147,38. doi: 10.13204/j.gyjzG20100902
Abstract:
Aiming at the problem of insufficient or excessive support for parallel single-row or double-row pile support systems in a large amount of shallow foundation excavation, a series of indoor model tests were conducted, the load-bearing characteristics ...
CONTRAST TESTS IN SITU OF CEMENT-SOIL WALLS BY TRD OR SMC IN THE FOUNDATION EXCAVATION OF LARGE PUBLIC BUILDINGS AND THEIR JOINT FACILITIES FOR THE CENTRAL GREEN IN BEIJING
XU Han, ZHANG Zhen, TIAN Ding
2021, 51(8): 148-153. doi: 10.13204/j.gyjzG20080403
Abstract:
In the light of many monuments and metro lines around the excavated foundation of the large public landmark buildings and their joint facilities for the Central Green in Beijing Municipal Administrative Center,the underground pedestrian passage of th...
EXPERIMENTAL STUDY ON HYDRO-MECHANICAL COUPLING RELAXATION CHARACTERISTICS OF SATURATED SANDSTONE
FENG Cong, YU Jian, XU Yunxia, ZHU Qizhi, ZHANG Jin
2021, 51(8): 154-159. doi: 10.13204/j.gyjzG20122807
Abstract:
The hydro-mechanical coupling relaxation characteristics is one of the key factors for long-term safety and stability of surrounding rocks. The hydro-mechanical coupling tests on effective confining pressure laws and sensitivity loading rates of satu...
COLLABORATIVE CONTROL OF WORKABILITY FOR LOESS MIXED WITH BENTONITE-HDTMA
ZHU Huiqiang, ZHANG Ming, DU Yaochen, ZHANG Ying
2021, 51(8): 160-165. doi: 10.13204/j.gyjzG20091004
Abstract:
The tests for the limit moisture content and compaction on Malan loess from Sanmenxia in Henan mixed with different proportions of bentonite and HDTMA were conducted to explore the effect mechanism of bentonite and HDTMA on the workability of loess l...
DEFORMATION CHARACTERISTICS AND MODULUS CALCULATION METHOD OF RING-REINFORCED LIME-SOIL PIERS
ZHAO Zeyu, GAO Anrong, LANG Ruiqing, SUN Liqiang, FENG Shouzhong, SONG Yang, HUANG Yongjie
2021, 51(8): 166-172. doi: 10.13204/j.gyjzG20111903
Abstract:
Ring-reinforced lime-soil piers could be used to treat collapsible loess and soft soil foundation. Modulus calculation method is an important factor in engineering design. The deformation characteristics and failure mode of ring-reinforced lime-soil ...
STUDY ON STATIC AND DYNAMIC IMPACT PROPERTIES OF STEEL-FIBER REINFORCED RUBBER CONCRETE
ZHAO Xiumin, YANG Haifeng, LI Xueliang, YANG Peng, LI Bingsu
2021, 51(8): 173-178. doi: 10.13204/j.gyjzG20070301
Abstract:
In order to study the static and dynamic impact properties of concrete with different contents of steel fibers and rubber powder, 8 groups of 48 cubic specimens were designed for compressive and splitting tensile strength tests, 8 groups of 24 cubic ...
RESEARCH ON SALT CORROSION RESISTANCE OF RECYCLED AGGREGATE CONCRETE AFTER CARBONATION TREATMENT
HUANG Kailin, XUE Kai, LI Shujin
2021, 51(8): 179-183. doi: 10.13204/j.gyjzG21010416
Abstract:
By changing the carbonation temperature, relative humidity and carbonation time, the best carbonation process parameters of recycled aggregate were determined; on this basis, natural aggregate, un-carbonized recycled aggregate and three kinds of carb...
RESEARCH ON MECHANICAL PROPERTY DEGRADATION OF CORRODED Q690 HIGH-STRENGTH STEEL IN THE MARINE ENVIRONMENT
GUO Hongchao, ZHANG Sijia, LI Tongyu, ZHANG Dawei, LI Yanlong, LIU Yunhe
2021, 51(8): 184-189,125. doi: 10.13204/j.gyjzG19122508
Abstract:
The accelerated corrosion test of Q690 high-strength steel was carried out for 0-100 d in the periodic wetting and humid hot environment. The degradation law of mechanical properties of steel was studied by uniaxial tensile test. The stress-strain de...
RESEARCH PROGRESS OF ECOLOGICAL RISK CONTROL METHODS AND RESPONSIVE PATHWAYS OF SPATIAL PLANNING IN MINING CITIES
LI Sui, WU Shangyu, ZHOU Shiwen, ZHOU Xueke
2021, 51(8): 190-198,44. doi: 10.13204/j.gyjzG21020308
Abstract:
At present, the ecological risk of mining cities in China is highly complex and severe. Building a perfect land spatial planning and governance system can provide specific implementation ways for the ecological risk regulation of mining cities, and t...
FRACTURE DAMAGE AND SOFTENING CONSTITUTIVE RALATION OF BFRC SUBJECTED TO FREEZE-THAW CYCLES
HUANG Min, DUAN Jingmin, ZHANG Jiaxiang, MAO Qingchao, YUAN Jianghao, SUN Longtang
2021, 51(8): 199-205,178. doi: 10.13204/j.gyjzG21010507
Abstract:
In order to investigate the fracture damage and constitutive softening characteristics of basalt fiber reinforced concrete (BFRC) subjected to freeze-thaw cycles, five groups of specimens with five different basalt fiber volume percentages (0%, 0.1%,...
EXPERIMENTAL RESERCH ON SHEAR PROPERTIES OF RC BEAMS REINFORCED WITH FRP GRIDS AND EPOXY MORTAR
DU Min, CHEN Siyuan, GUO Jingye, HAO Han, GUO Rui
2021, 51(8): 206-213,119. doi: 10.13204/j.gyjzG20110320
Abstract:
The four-point bending static loading tests of seven test beams were carried out to study the interface mechanism and failure mode of reinforced concrete beams strengthened with FRP grids and epoxy mortar in the shear process. The shear reinforcement...
ANALYSIS OF SHEAR RELIABILITY OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH SNSM CFRP UNDER THE ACTION OF ENVIRONMENTAL EFFECTS
ZHU Zewen, DAI Li, MAO Lin
2021, 51(8): 214-218. doi: 10.13204/j.gyjzG20081010
Abstract:
In order to evaluate the impact of environmental effects on the shearing reliability of reinforced concrete (RC) beams strengthened with side near surface mounted (SNSM) carbon fiber-reinforced polymer (CFRP), the time-varying function model of the s...
EVALUATION OF CALIFORNIA MILITARY HISTORIC PROPERTIES AND ITS REFERENCE VALUES TO CHINA BASED ON HISTORIC THINKING
DA Ting, WEI Xing
2021, 51(8): 219-223,98. doi: 10.13204/j.gyjzG21012104
Abstract:
In order to strike a balance between urban renewal and historic preservation, the United States protects historic resources with rich historical accumulation and regional characteristics through the inventory and registration system of historic prope...