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Expert consensus on the detection and clinical application of tumor mutational burden 认领 引用
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作者 Zhenying Guo Chunwei Xu +168 位作者 Shirong Zhang Yue Hao Xiaotong Hu Ming Zhao Chan Xiang Yingshi Piao Pingli Sun Xueping Xiang Jing Zhao Huanwen Wu Weixing Li Jinpu Yu Jingping Yuan Shuangshuang Wang Cong Wang Yun Gu Bingjian Lv Liping Zhang Yueping Liu Xiaobin Cui Weizhong Gu Yining Li Wei Wang Wenjun Yang Weiguo Long Jingjing Xiang Hong Mou Biao Liu Huajuan Ruan Yubin Wang Yongjie Zhu Feng Wang Zhonghua Wang Xiaomin Feng Xing Liu Peng Li Min Deng Bin Lian Lili Mao Qian Wang Wenxian Wang Zhengbo Song Ziming Li Wenzhao Zhong Zhijie Wang Shengxiang Ren Wenfeng Fang Yongchang Zhang Jingjing Liu Xiuyu Cai Anwen Liu Wen Li Ping Zhan Hongbing Liu Tangfeng Lv Liyun Miao Lingfeng Min Yu Chen Yu Zhang Feng Wang Zhansheng Jiang Gen Lin Long Huang Xingxiang Pu Rongbo Lin Weifeng Liu Chuangzhou Rao Dongqing Lv Zongyang Yu Peng Shen Xiaoyan Li Chuanhao Tang Chengzhi Zhou Junping Zhang Junli Xue Hui Guo Qian Chu Rui Meng Jingxun Wu Rui Zhang Jin Zhou Zhengfei Zhu Yongheng Li Hong Qiu Fan Xia Yuanyuan Lu Xiaofeng Chen Rui Ge Enyong Dai Yu Han Jian Zhang Yinghua Ji Xianbin Liang Hongmei Zhang Xuelei Ma Xuewen Liu Yu Yao Peng Luo Weiwei Pan Fei Pang Fan Wu Dejian Gu Li Wang Liping Wang Youcai Zhu Li Lin Weiwen Li Xinqing Lin Jing Cai Ling Xu Jisheng Li Xiaodong Jiao Kainan Li Jia Wei Huijing Feng Lin Wang Yingying Du Wang Yao Xuefei Shi Xiaomin Niu Dongmei Yuan Yanwen Yao Yinbin Zhang Binbin Song Wenfeng Li Jianfei Fu Hong Wang Mingxiang Ye Dong Wang Zhaofeng Wang Qing Ji Yuan Fang Qing Wei Zhen Wang Bin Wan Donglai Lv Xiaofeng Li Shengjie Yang Jing Kang Jiatao Zhang Chao Zhang Lin Shi Yina Wang Bihui Li Zhang Zhang Ke Wang Zhefeng Liu Nong Yang Lin Wu Xiaobing Chen Gu Jin Zhongwu Li Miao Li Guansong Wang Jiandong Wang Meiyu Fang Yong Fang Xiaojia Wang Jing Chen Yiping Zhang Xixu Zhu Yi Shen Shenglin Ma Biyun Wang Lu Si Yong Song Yuanzhi Lu Aijun Liu Yuchen Han 《Cancer Biology & Medicine》 SCIE CAS CSCD 2026年第2期218-246,共29页
As an emerging biomarker,tumor mutational burden(TMB)has attracted increasing attention from clinicians in predicting the efficacy of tumor immunotherapy.Currently,TMB is detected primarily by whole-exome sequencing o... As an emerging biomarker,tumor mutational burden(TMB)has attracted increasing attention from clinicians in predicting the efficacy of tumor immunotherapy.Currently,TMB is detected primarily by whole-exome sequencing or targeted panel sequencing on high-throughput sequencing platforms.However,the lack of uniformity in detection methods,threshold settings,and reporting formats,as well as the significant differences in TMB values among different cancer types,have hindered the standardized application of this biomarker in clinical practice.This consensus focuses on the definition,standardization of detection,clinical significance,and limitations of TMB,and provides consensus recommendations for the clinical application of TMB in real-world practice in China.This consensus is aimed at helping clinicians and laboratory personnel understand the clinical significance and testing standards of TMB,promoting more accurate interpretation of test results,and improving patient care. 展开更多
关键词 Biomarkers tumor mutational burden tumor immunotherapy targeted panel sequencing whole-exome sequencing
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Heterogeneous information phase space reconstruction and stability prediction of filling body–surrounding rock combination 认领 引用 被引量:3
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作者 Dapeng Chen Shenghua Yin +5 位作者 Weiguo Long Rongfu Yan Yufei Zhang Zepeng Yan Leiming Wang Wei Chen 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2024年第7期1500-1511,共12页
Traditional research believes that the filling body can effectively control stress concentration while ignoring the problems of unknown stability and the complex and changeable stress distribution of the filling body... Traditional research believes that the filling body can effectively control stress concentration while ignoring the problems of unknown stability and the complex and changeable stress distribution of the filling body–surrounding rock combination under high-stress conditions.Current monitoring data processing methods cannot fully consider the complexity of monitoring objects,the diversity of monitoring methods,and the dynamics of monitoring data.To solve this problem,this paper proposes a phase space reconstruction and stability prediction method to process heterogeneous information of backfill–surrounding rock combinations.The three-dimensional monitoring system of a large-area filling body–surrounding rock combination in Longshou Mine was constructed by using drilling stress,multipoint displacement meter,and inclinometer.Varied information,such as the stress and displacement of the filling body–surrounding rock combination,was continuously obtained.Combined with the average mutual information method and the false nearest neighbor point method,the phase space of the heterogeneous information of the filling body–surrounding rock combination was then constructed.In this paper,the distance between the phase point and its nearest point was used as the index evaluation distance to evaluate the stability of the filling body–surrounding rock combination.The evaluated distances(ED)revealed a high sensitivity to the stability of the filling body–surrounding rock combination.The new method was then applied to calculate the time series of historically ED for 12 measuring points located at Longshou Mine.The moments of mutation in these time series were at least 3 months ahead of the roadway return dates.In the ED prediction experiments,the autoregressive integrated moving average model showed a higher prediction accuracy than the deep learning models(long short-term memory and Transformer).Furthermore,the root-mean-square error distribution of the prediction results peaked at 0.26,thus outperforming the no-prediction method in 70%of the cases. 展开更多
关键词 deep mining filling body–surrounding rock combination phase space reconstruction multiple time series stability prediction
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Lateral shear performance of sheathed post-and-beam wooden structures with small panels 认领 引用
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作者 Weiguo LONG Wenfan LU +3 位作者 Yifeng LIU Qiuji LI Jiajia OU Peng PAN 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2023年第7期1117-1131,共15页
Sheathed post-and-beam wooden structures are distinct from light-wood structures.They allow for using sheathing panels that are smaller(0.91 m×1.82 m)than standard-sized panels(1.22 m×2.44 m or 2.44 m×2... Sheathed post-and-beam wooden structures are distinct from light-wood structures.They allow for using sheathing panels that are smaller(0.91 m×1.82 m)than standard-sized panels(1.22 m×2.44 m or 2.44 m×2.44 m).Evidence indicates that nail spacing and panel thickness determine the lateral capacity of the wood frame shear walls.To verify the lateral shear performance of wood frame shear walls with smaller panels,we subjected 13 shear walls,measuring 0.91 m in width and 2.925 m in height,to a low-cycle cyclic loading test with three kinds of nail spacing and three panel thicknesses.A nonlinear numerical simulation analysis of the wall was conducted using ABAQUS finite element(FE)software,where a custom nonlinear spring element was used to simulate the sheathing-frame connection.The results indicate that the hysteretic performance of the walls was mainly determined by the hysteretic performance of the sheathing-frame connection.When same nail specifications were adopted,the stiffness and bearing capacity of the walls were inversely related to the nail spacing and directly related to the panel thickness.The shear wall remained in the elastic stage when the drift was 1/250 rad and ductility coefficients were all greater than 2.5,which satisfied the deformation requirements of residential structures.Based on the test and FE analysis results,the shear strength of the post-and-beam wooden structures with sheathed walls was determined. 展开更多
关键词 post-and-beam wooden structures with sheathed walls low reversed cyclic loading bearing capacity stiffness numerical simulation
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