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. 11

Display Method:
RESEARCH ON SHEAR PROPERTIES AND SELF-RECOVERY CHARACTERISTICS OF SHAPE MEMORY ALLOY PSEUDO-RUBBER BEARINGS
YUAN Zesen, LIU Zhenliang, LI Suchao, WANG Zhiyuan
2021, 51(11): 1-6,18. doi: 10.13204/j.gyjzG21052419
Abstract:
Based on the shear test of two types(Ⅰ and Ⅱ) of shape memory alloy pseudo-rubber(SMAPR) bearings, the effects of loading frequency, loading amplitude, processing technology and pre-compression stress on its shear properties of its non-forming direct...
SHAKING TABLE TESTS OF VERTICAL ISOLATION FOR TRANSFORMER MODELS BASED ON METALLIC RUBBER CUSHION AND SPRINGS
WANG Zhiyuan, HU Zujun, LI Sheng, LI Suchao, LIU Zhenliang
2021, 51(11): 7-12. doi: 10.13204/j.gyjzG21052420
Abstract:
In order to study the influence of wire diameters and nominal densities on the mechanical properties of metallic rubber(MR) cushions in different parameters and preloading conditions, and to verify whether the mechanical properties of metallic rubber...
SEISMIC IMPACT DAMPING MECHANISMS OF SHAPE MEMORY ALLOY PSEUDO-RUBBER ABSORBERS ON ADJACENT SDOF STRUCTURES
ZHANG Pu, LI Suchao, FANG Qinghe, WANG Chenyu, WANG Zhiyuan
2021, 51(11): 13-18. doi: 10.13204/j.gyjzG21052502
Abstract:
Impact of adjacent structures may cause acceleration amplification, stress damage even collapse during strong ground motions. Based on the characteristics of nonlinear strain hardening and friction energy dissipation in shape memory alloy pseudo-rubb...
SHAKING TABLE TESTS OF ULTRA-HIGH-VOLTAGE TRANSFORMER MODELS WITH NONLINEAR VIBRATION ISOLATION DEVICES
LIU Zhenlin, CHENG Yongfeng, LU Zhicheng, ZHANG Xiaojun, ZHU Zhubing, ZHANG Shujun
2021, 51(11): 19-24. doi: 10.13204/j.gyjzG21052708
Abstract:
Based on the theory of nonlinear quasi-zero stiffness, the horizontal and bidirectional directional seismic isolators were desighed and a shaking test on scaled ultra-high-voltage(UHV) transformer models with vibration isolation device was conducted....
A CONSTITUTIVE MODEL OF METALLIC RUBBER BEARINGS BASED ON STATISTICAL CONTACT PROPERTIES
WANG Chenyu, PENG Wenhao, LI Suchao, FANG Qinghe
2021, 51(11): 25-30. doi: 10.13204/j.gyjzG21052416
Abstract:
According to the internal structure characteristics of the metallic rubber(MR) specimen as well as its mechanical properties, the shear constitutive model was divided into three parts: linear restoring force, coulombs friction force and nonlinear hys...
INVISIBLE HANDS: SELF-ORGANIZING SIMULATIONS FOR SPATIAL STRUCTURE OF MING GREAT WALL SETTLEMENTS
ZHANG Haoyan
2021, 51(11): 31-38. doi: 10.13204/j.gyjzG21042102
Abstract:
The settlement of the Great Wall formed in the Ming dynasty is a typical defensive settlement in northern China, whose distribution essentially is the product of games between farming culture and nomadic culture and forms the foundations of cities an...
STRATEGIES OF TRANSFORMING ABANDONED INDUSTRIAL PLANTS INTO PUBLIC ART SPACES: REFORM DESIGN OF SHENYANG CULTURAL AND CREATIVE INDUSTRIAL CLUSTER QUARTER OF HONGMEI 1939 PROJECT
WANG Wei, LIN Yuhong, LIN Lin
2021, 51(11): 39-44,210. doi: 10.13204/j.gyjzG21032615
Abstract:
The design of renewal and reuse for old industrial buildings has always been a focus of high attention by all walks of life in contemporary society. With the rapid development of the national economy, land resources in cities have become increasingly...
PLANNING STRATEGIES OF PROTECTION AND REUSE FOR SHENYANG INDUSTRIAL HERITAGE IN THE CONTEXT OF MULTIPLE PLANNINGS IN ONE
JIN Liansheng, CHEN Chen
2021, 51(11): 45-53,126. doi: 10.13204/j.gyjzG20101701
Abstract:
There are rich industrial heritage foundation and distinctive northern modern industrial culture in Shenyang. It is an inseparable topic for urban development to protect the industrial heritage and inherit industrial cultures. Based on national polic...
RESEARCH ON BLOCK RENEWAL OF CHENGDU TAIKOO LI FROM A PERSPECTIVE OF “SOCIETY OF SPECTACLES” IN THE POST-CONSUMPTION PERIOD
ZHANG Wenli, YAN Yonghong
2021, 51(11): 54-61. doi: 10.13204/j.gyjzG21032201
Abstract:
In the period of post consumption, the change of consumption spawns new spectacles in urban renewal. Taking Sino-Ocean Taikoo Li as a case, based on the theory of society of spectacles the status in the production of spectacles in historical block re...
RESEARCH ON BENDING STIFFNESS DEGRADATION OF PRESTRESSED CONCRETE BEAMS CONSIDERING SIZE EFFECT
ZHOU Hongyu, ZHOU Yun, LIU Yanan, TANG Qi
2021, 51(11): 62-66. doi: 10.13204/j.gyjzG20100604
Abstract:
Based on the development law of fatigue damage of concrete and the section stiffness damage model, the crack propagation of ordinary rebars and prestressed rebars after being subjected to fatigue loads was considered. The damage elastic modulus and n...
EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF SHORT-TERM STIFFNESS OF FILIGREE SLABS
WANG Binglun, ZHANG Yaoting, TAO Jinyou, JIN Xing, YANG Jie
2021, 51(11): 67-74,99. doi: 10.13204/j.gyjzG21012704
Abstract:
In the calculation of short-term stiffness of filigree slabs in composite slabs with lattice girders, the reasonable consideration of the contribution of lattice girder's stiffness to filigree slabs is directly related to the checking computations in...
EXPERIMENTAL RESEARCH ON BOND PERFORMANCES BETWEEN CORRODED INNER WALLS OF GROUTING SLEEVES AND GROUTING MATERIALS
DU Yongfeng, ZHANG Tianyun, LI Hu
2021, 51(11): 75-80. doi: 10.13204/j.gyjzG21010413
Abstract:
In order to study the corrosion effect on the inner walls of the grouting sleeves on the mechanical properties of prefabricated concrete structures after long-term service, 10 specimens connected with grouting sleeves were fabricated. The electrochem...
PULL-OUT TEST AND FINITE ELEMENT ANALYSIS OF ANCHORAGE-EMBEDDED PARTS
MA Hongwei, WEI Zengting, LIU Weiya
2021, 51(11): 81-89. doi: 10.13204/j.gyjzG20110403
Abstract:
The connections of anchorage-embedded parts have been widely used in cable-supported curtain walls, which bear large tensile forces. In order to understand the actual mechanical properties of anchorage-embedded parts in connection of cables, 3 specim...
BEARING PERFORMANCES AND SAFETY ASSESSMENT OF TRANSMISSION TOWER-LINE SYSTEMS IN MINING AREAS UNDER SURFACE HORIZONTAL DEFORMATION AND BOUNDARY LAYER WIND
LIU Jianhong, YANG Bo, JIE Lianbin, SHU Qianjin, ZHONG Chongshuo, YUAN Guanglin
2021, 51(11): 90-99. doi: 10.13204/j.gyjzG21080302
Abstract:
Taking a typical 220 kV transmission tower-line system located in the mining area as the research object, the finite element model of the tower-line system was constructed by ANSYS software. The displacement time history of the control points of the ...
RESEARCH ON PROPAGATION CHARACTERISTICS OF FATIGUE CRACK FOR STEEL BRIDGE DECKS WITH OPEN-SHAPED LONGITUDINAL RIBS
MA Guomin, JIN Xiunan, LI Wuxiong, ZHAO Yiwei
2021, 51(11): 100-105. doi: 10.13204/j.gyjzG21031202
Abstract:
In order to research propagation characteristics of fatigue crack for steel bridge decks with open-shaped longitudinal-ribs, the rib-to-deck welded joint and rib-to-diaphragm welded joint were considered as research objects, based on the Yunnan Chuda...
RESEARCH ON FATIGUE PERFORMANCES OF STEEL BRIDGE DECKS WITH OPEN-SHAPED LONGITUDIRAL RIBS
GUO Kai, ZHANG Xiaoliang, ZHOU Yu, XIA Qing
2021, 51(11): 106-111,120. doi: 10.13204/j.gyjzG21031203
Abstract:
In order to research the fatigue performance of steel bridge deck with open-shaped longitudinal ribs, the rib-to-deck welded joint and rib-to-diaphragm welded joint were considered as research objects, based on the Yunnan Chuda Expressway project, th...
THE BUCKLING PROPERTY AND EFFECTIVE WIDTH CALCULATION METHOD OF THIN PLATES WITH RECTANGULAR HOLES SUBJECTED TO LINEARLY VARYING PRESSURE
YAO Xingyou
2021, 51(11): 112-120. doi: 10.13204/j.gyjzG21062001
Abstract:
The analysis model of four-sided simply-supported thin plates with rectangular holes subjected to linearly varying loads was constructed by using the finite element software ABAQUS. The influence of dimension and spacing of holes on the elastic buckl...
RESEARCH ON DYNAMICALLY MECHANICAL PROPERTIES OF SEMI-GROUTING AND FULL-GROUTED SLEEVE CONNECTION
ZHENG Yu, SHI Zhanghong, YANG Yi, HUANG Weike, DU Jianhua
2021, 51(11): 121-126. doi: 10.13204/j.gyjzG21061515
Abstract:
The dynamically mechanical performance tests of 47 specimens in three loading rates of 0.6 mm/s, 6.0 mm/s and 60.0 mm/s were performed to study the influence of rebar diameters, loading rates and grouting forms on connection performances compare and ...
CONSTRUCTION SIMULATIONS AND MONITORING OF A FORMWORK FOR SUPER HIGH-RISE BUILDINGS
CENG Fankui, LIU Xinzhao, PAN Zhuang, XING Guohua, ZHANG Jianhua, LU Xiaolan
2021, 51(11): 127-131,136. doi: 10.13204/j.gyjzG210102701
Abstract:
The formwork system used in a super high-rise building project in Xi'an adopted a hydraulic jack-up formwork system, which was mainly composed of primary and secondary trusses, steel columns and outrigger trusses. In order to ensure the structural sa...
COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND
MA Lu, YU Min, WANG Yuke
2021, 51(11): 132-136. doi: 10.13204/j.gyjzG20101008
Abstract:
The seafloor sediments in the South China Sea are mainly composed of cohesionless soil with calcareous sand. It is of great significance to study the compression characteristics of cohesionless soil with calcareous sand for engineering safety. Based ...
EFFECT OF RIGID PILES ON BEARING PROPERTIES OF COMPOSITE FOUNDATION WITH GEOGRID-REINFORCED CUSHIONS SUPPORTED WITH PILES SUBJECTED TO CYCLIC LOADS
LI Tianbao, XU Jiapei, LIU Kaifu
2021, 51(11): 137-142. doi: 10.13204/j.gyjzG20112307
Abstract:
Rigid pile has obvious effects on bearing properties of composite foundation with reinforced cushions. However, the effect of rigid piles on properties of composite foundation was still in research and the achievements were rarely reported. The chang...
CALCULATIONS AND EXPERIMENTAL ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF ROCK-SOCKETED CAST-IN-PLACE PILES
YANG Shichun
2021, 51(11): 143-148,194. doi: 10.13204/j.gyjzG20111802
Abstract:
Most of tested piles in domestic construction sites are not loaded to the ultimate loads, and the estimation on the bearing capacity of piles is often underestimated, so that the potential of pile foundations cannot be reasonably brought into play. T...
STUDY ON LEACHED CHARACTERISTICS AND STABILITY OF HEAVY METAL IN CEMENTED MIXED SLUDGE
BAI Xiangyu, LI Shunqun, ZHANG Wei
2021, 51(11): 149-153,185. doi: 10.13204/j.gyjzG21060210
Abstract:
Taking river sludge polluted by heavy metal as research objects, using cement as cementitious material, industrial waste fly ash and mineral powder as auxiliary cementitious materials, AlCl3, gypsum as the admixture, the polluted sludge was cemented ...
EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS
ZHAO Xiaowan, XU Yidong, DAI Di, CAO Tianci, LI Yifan, PENG Jie
2021, 51(11): 154-158. doi: 10.13204/j.gyjzG20110202
Abstract:
Cement-stabilized soil has the characteristics of poor durability generally. By a series of unconfined compression tests, compactness tests, dry wet cycle tests and CBR tests on cement-stabilized soil mixed with the super absorbent ploymers, the stre...
DEFORMATION AND DAMAGE ANALYSIS OF PEBBLE CONCRETE UNDER TRIAXIAL COMPRESSION
CHEN Yuliang, JI Yunpeng, CHEN Zongping, LIU Jie, YAN Fang, TAN Beilu
2021, 51(11): 159-164,24. doi: 10.13204/j.gyjzG21030802
Abstract:
In order to study the deformation performance and damage development of pebble concrete under triaxial compression, based on the parameters of confining pressure, 27 Φ100×200 cylinder specimens were designed and tested under triaxial compression.The ...
EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF WATER-COOLED Q355 STEEL AFTER BEING SUBJECTED TO HIGH TEMPERATURE
YANG Caijun, ZHANG Chuntao
2021, 51(11): 165-170,38. doi: 10.13204/j.gyjzG21022608
Abstract:
The Chinese National Standard High Strength Low Alloy Structural Steels(GB/T 1591-2018) requires that Q345 steel must be replaced by Q355 steel from February 1, 2019. Its residual mechanical properties after a fire are the key indicators for post-fir...
A STRESS-STRAIN RELATION OF JOINTS CONNECTING CONCRETE-FILLED PVC TUBE COLUMNS WITH CORE STEEL TUBES WRAPPED WITH CFRP STRIPS AND REINFORCED CONNCRETE BEAMS
YU Feng, LI Xu, LI Dongang
2021, 51(11): 178-185. doi: 10.13204/j.gyjzG21032205
Abstract:
Axial compression tests for 9 joints of PVC tube columns with core steel tubes wrapped with CFRP strips and reinforced conncrete beams were conducted, so as to study their failure modes and stress-strain relations, the effects of joint height, the le...
EXPERIMENTAL RESEARCH ON REINFORCEMENT METHOD AND BEARING CAPACITY OF STEEL PURLINS ON ROOFS OF LIGHT-GAUGE STEEL PLANTS
LIU Meijing, WU Qixun, ZHOU Hang, DING Runmin, FAN Shenggang
2021, 51(11): 186-194. doi: 10.13204/j.gyjzG21021802
Abstract:
With the increase of photovoltaic power generation projects, more and more industrial plants have been equipped with photovoltaic panels on the roofs. With the increase of service loads on roof, purlins can not meet the requirements of bearing capaci...
A CALCULATION METHOD FOR THE SHEAR CAPACITY OF BRICK MASONRY WALLS STRENGTHENED WITH PRESTRESSED STEEL BELTS
SHI Yun, JING Denghu
2021, 51(11): 195-199. doi: 10.13204/j.gyjzG20101901
Abstract:
Based on the test results of brick masonry walls strengthened with pre-stressed steel belts under horizonal monotonic and quasi-static loading, the failure criterion of anisotropic brick masonry walls under biaxial compression proposed by Ganz was us...
RISK EVALUATION OF ACCIDENTS FOR SUPER HIGH-RISE BUILDINGS UNDER CONSTRUCTION Ⅰ: METHODS
FANG Dongping, MA Ling, GUO Hongling, YANG Fabing, ZHANG Jinxun
2021, 51(11): 200-204. doi: 10.13204/j.gyjzG20031011
Abstract:
Super high-rise buildings are characterized with high height, complex structure, and tough construction safety management. Aiming at the safety issue, a reliability-based method to evaluate accident risks of super high-rise buildings under constructi...
RESEARCH ON STRENGTHENING DESIGN FOR JACKING OF A LONG-SPAN STEEL PLANT
MA Yunlong, WANG Xiuli, FENG Zhujun, GOU Baolong, HOU Hongjie
2021, 51(11): 205-210. doi: 10.13204/j.gyjzG21061602
Abstract:
A long-span steel plant was adopted a steel frame structure system. Under the construction, the deflection of steel beams on the first floor exceeded the limit of Standard for Classification of Steel Structures(GB 50017—2017). In order to meet the re...
ARCHITECTURAL DESIGN OF “WOODEN PAVILION” IN JIANGSU GREEN BUILDING EXPO PARK
HU Yinan, JIANG Lei
2021, 51(11): 211-217. doi: 10.13204/j.gyjzG21062216
Abstract:
Taking the “Wooden Pavilion” of Jiangsu Green Building Expo Park as an example, “passive design” was the preferred strategy in every stage of architectural design and the applicable green technique was determined according to local conditions. Incorp...
SYSTEMATIC INTEGRATION TECHNIQUES FOR LIGHT WEIGHT PREFABRICATED BUILDINGS BASED ON PRODUCT THINKING: A CASE STUDY ON THE MEYER TIMBER SYDNEY OFFICE
LUO Jianing, LU Weidong, ZHANG Hong
2021, 51(11): 218-224. doi: 10.13204/j.gyjzG21022001
Abstract:
Focusing on the development clues of manufacturing industry and construction industry, the paper explored the historical origin, contemporary spekulation and integration features between them. This was followed by a discussion of the application mode...
Character Interview with He Shan, the 13th Annual Conference of Industrial Architecture Branch of Architecutral Society of China
HE Shan, LI Zijun
2021, 51(11): 225-226.
Abstract: