上下期目录列表 Journal of Architecture and Civil Engineering

[1-9] Cracking load analysis of slotted concrete sandwich panels under bending condition

[WANG Xiuli^1,2, KONG Xianglong¹, CHEN Zhihua^1,2,3, ZHANG Zhenkun¹]

2024 No.06 [Abstract](105)[PDF:3301KB] (105)

[10-18] Experimental and numerical study on flexural behavior of lightweight concrete composite wallboard

[MA Zhangyong^1,2,3, KONG Xianglong⁴, CHEN Zhihua¹, WANG Xiuli⁴, YAN Wei^3,5, ZHANG Zhenkun⁴]

2024 No.06 [Abstract](100)[PDF:2880KB] (100)

[19-30] Optimal sensor placement for large-scale stadium based on improved genetic algorithm

[XING Guohua¹, CHEN Sijin¹, MIAO Pengyong^1,2, ZHANG Wen¹, WU Yanru¹, LIU Mingliang²]

2024 No.06 [Abstract](109)[PDF:4487KB] (109)

[31-40] Image visual detection method for rebar engineering quality in concrete structure based on deep learning

[DU Xiaoqing¹, GE Xiaofeng¹, ZHU Jiongyi¹, WANG Dejiang¹, JIANG Haili², LIU Panpan²]

2024 No.06 [Abstract](107)[PDF:3742KB] (107)

[41-48] Research on damage identification of truss structures based on BP neural network

[FENG Zike, YANG Lu, LIU Meiyu, LI Xiaolin]

2024 No.06 [Abstract](96)[PDF:2674KB] (96)

[49-60] Study of concurrent multi-scale simulation method and dynamic response for precast concrete frame structure

[CHEN Hao^1,2, LI Hongnan¹, FU Xing¹]

2024 No.06 [Abstract](124)[PDF:5597KB] (124)

[61-69] Refinement finite element analysis of vierendeel sandwich plates based on superelement method

[SHENG Xia^1,2, XIAO Jianchun^1,2, CHEN Shunyun^1,2, MA Kejian^1,2]

2024 No.06 [Abstract](113)[PDF:3611KB] (113)

[70-78] Comparative study on flexural-shear numerical model of reinforced concrete pier column

[ZHANG Yongqiang, XIA Xiushen, MA Jianxing, LI Dawei, LUO Hui, CHEN Qifan]

2024 No.06 [Abstract](86)[PDF:2534KB] (86)

[79-88] Experiment on shear performance of RC beams strengthened with FRP-ECM under secondary load

[ZHONG Zhengqiang^1,2, WANG Helong¹, LIU Zhuoze¹, LIU Jun¹]

2024 No.06 [Abstract](98)[PDF:4389KB] (98)

[89-99] Cracking development and chloride ion penetration of recycled mortar under compression bending load

[YING Jingwei, WANG Weibeng, SU Feiming]

2024 No.06 [Abstract](176)[PDF:9700KB] (176)

[100-110] Prediction model of compressive strength of recycled coarse aggregate concrete based on TPE-XGBoost algorithm

[ZHANG Xinyi¹, DAI Chengyuan^1,2, LI Weiyu¹, CHEN Yang¹, LIU Bing¹]

2024 No.06 [Abstract](93)[PDF:2902KB] (93)

[111-120] Corrosion fatigue damage mechanism of steel wire of in-service concrete-filled steel tubular arch bridge boom

[LIU Jiawei¹, YAO Guowen^1,2, WANG Wei³, ZHANG Gaofeng¹, WU Shuhang¹]

2024 No.06 [Abstract](97)[PDF:3350KB] (97)

[121-139] Effect of welding process on residual stress of intersecting joint of arch rib of concrete-filled steel tube arch bridge

[FU Yisheng¹, LIU Yongjian^1,2,3, JIANG Lei^1,2,3, XIAN Jianping^3,4, LI Haotian^3,4, XIAO Jun^3,4]

2024 No.06 [Abstract](322)[PDF:11072KB] (322)

[140-151] Test research on bearing capacity and negative friction force for single pile in collapsible loess ground

[ZHU Yanpeng^1,2, LI Fangchuan^1,2, CHENG Dong^1,2, FANG Guangwen³, WU Linping^1,2, WEI Zhengde^1,2]

2024 No.06 [Abstract](107)[PDF:4990KB] (107)

[152-161] Analysis of load-bearing characteristics of new composite foundation with micro steel pipe pile and anchor

[WANG Xinping¹, WANG Ruicheng¹, NIE Shaofeng², MENG Chunling¹, ZHANG Qingzheng³]

2024 No.06 [Abstract](98)[PDF:3820KB] (98)

[162-170] Effect of particle gradation on collapse characteristics of compacted gravel sand chloride saline soil

[ZHANG Shasha¹, YI Fangzheng¹, YANG Xiaohua¹, ZHANG Ruiyuan¹, CHEN Weizhi²]

2024 No.06 [Abstract](96)[PDF:2856KB] (96)

[171-181] Numerical study of ultimate anti-sliding force of multi-row micro anti-slide piles

[WU Zexiong¹, LEI Guoping², ZHANG Yuansheng³, SU Dong^4,5, YANG Weihong⁴, MA Hua³, CHENG Mayao²]

2024 No.06 [Abstract](128)[PDF:6248KB] (128)

[182-190] Large strain nonlinear consolidation analysis of sand drain foundation considering smearing effect

[CHEN Ming^1,2, CAO Wengui^1,2, CUI Penglu^1,2]

2024 No.06 [Abstract](109)[PDF:2497KB] (109)

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