","magId":"22ec6198-36d0-41a4-8f70-760c70b6fd1f","labelCn":"图1","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F001.jpg.ppt","labelEn":"Fig.1","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F001.jpg","titleEn":"Fig.1 Simulation model of CRTS Ⅲ ballastless track-full section fiber reinforced concrete sealed structure","titleCn":"图1 CRTS Ⅲ型板式无砟轨道-全断面纤维混凝土封闭结构仿真模型","id":"F1","captionEn":"Simulation model of CRTS Ⅲ ballastless track-full section fiber reinforced concrete sealed structure ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F001.jpg"},{"captionCn":"温度场的主要影响因素 ","magId":"d03026cd-1af3-47f5-8a2e-1672774ea364","labelCn":"图2","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F002.jpg.ppt","labelEn":"Fig.2","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F002.jpg","titleEn":"Fig.2 Main factors influencing the temperature field","titleCn":"图2 温度场的主要影响因素","id":"F2","captionEn":"Main factors influencing the temperature field ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F002.jpg"},{"captionCn":"全断面纤维混凝土封闭结构现场铺设及测点布置情况 ","magId":"017bd1d7-3c9a-495c-b0d2-03760f7902c9","labelCn":"图3","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F003.jpg.ppt","labelEn":"Fig.3","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F003.jpg","titleEn":"Fig.3 On-site installation and measurement point layout of the full-section fiber reinforced concrete sealed structure","titleCn":"图3 全断面纤维混凝土封闭结构现场铺设及测点布置情况","id":"F3","captionEn":"On-site installation and measurement point layout of the full-section fiber reinforced concrete sealed structure ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F003.jpg"},{"captionCn":"模拟结果与实测值对比 ","magId":"a1e4dc3e-83d1-4c0f-8b00-b203f11b027c","labelCn":"图4","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F004.jpg.ppt","labelEn":"Fig.4","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F004.jpg","titleEn":"Fig.4 Comparison between simulation results and measured values","titleCn":"图4 模拟结果与实测值对比","id":"F4","captionEn":"Comparison between simulation results and measured values ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F004.jpg"},{"captionCn":"横纵向提取路径 ","magId":"1747c8ab-01ac-4695-ae7a-bf11d4fd402b","labelCn":"图5","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F005.jpg.ppt","labelEn":"Fig.5","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F005.jpg","titleEn":"Fig.5 Longitudinal and transverse extraction paths","titleCn":"图5 横纵向提取路径","id":"F5","captionEn":"Longitudinal and transverse extraction paths ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F005.jpg"},{"captionCn":"全断面纤维混凝土封闭结构应力分布云图 ","magId":"ea9c30c5-1dca-414e-a279-ebff93bdc39c","labelCn":"图6","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F006.jpg.ppt","labelEn":"Fig.6","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F006.jpg","titleEn":"Fig.6 Stress distribution cloud diagram of full-section fiber reinforced concrete sealed structure","titleCn":"图6 全断面纤维混凝土封闭结构应力分布云图","id":"F6","captionEn":"Stress distribution cloud diagram of full-section fiber reinforced concrete sealed structure ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F006.jpg"},{"captionCn":"整体温度荷载作用下全断面纤维混凝土封闭结构应力横纵向分布 ","magId":"4e5f0d40-df42-4834-a37d-125cdbfbca6e","labelCn":"图7","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F009.jpg.ppt","labelEn":"Fig.7","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F009.jpg","titleEn":"Fig.7 Horizontal and longitudinal stress distribution of the whole section fiber reinforced concrete sealed structure under overall thermal load","titleCn":"图7 整体温度荷载作用下全断面纤维混凝土封闭结构应力横纵向分布","id":"F9","captionEn":"Horizontal and longitudinal stress distribution of the whole section fiber reinforced concrete sealed structure under overall thermal load ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F009.jpg"},{"captionCn":"正温度梯度荷载作用下全断面纤维混凝土封闭结构应力应变分布 ","magId":"992fd385-50cb-4ccb-a7c3-bd34c5eb1224","labelCn":"图8","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F007.jpg.ppt","labelEn":"Fig.8","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F007.jpg","titleEn":"Fig.8 Stress and strain distribution of the full-section fiber reinforced concrete sealed structure under positive temperature gradient load","titleCn":"图8 正温度梯度荷载作用下全断面纤维混凝土封闭结构应力应变分布","id":"F7","captionEn":"Stress and strain distribution of the full-section fiber reinforced concrete sealed structure under positive temperature gradient load ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F007.jpg"},{"captionCn":"负温度梯度荷载作用下全断面纤维混凝土封闭结构应力应变分布 ","magId":"58266c88-2408-4d58-bb8b-de36d9734d38","labelCn":"图9","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F008.jpg.ppt","labelEn":"Fig.9","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F008.jpg","titleEn":"Fig.9 Stress and strain distribution of the full-section fiber reinforced concrete sealed structure under negative temperature gradient load","titleCn":"图9 负温度梯度荷载作用下全断面纤维混凝土封闭结构应力应变分布","id":"F8","captionEn":"Stress and strain distribution of the full-section fiber reinforced concrete sealed structure under negative temperature gradient load ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F008.jpg"},{"captionCn":"气温变化 ","magId":"3b62ac15-ffb5-4e80-b907-ec3303563860","labelCn":"图10","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F010.jpg.ppt","labelEn":"Fig.10","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F010.jpg","titleEn":"Fig.10 Variation in air temperature","titleCn":"图10 气温变化","id":"F10","captionEn":"Variation in air temperature ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F010.jpg"},{"captionCn":"全断面纤维混凝土封闭结构应力应变特性 ","magId":"0e4170b9-4727-40fc-bf54-a697effeb5e4","labelCn":"图11","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F011.jpg.ppt","labelEn":"Fig.11","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F011.jpg","titleEn":"Fig.11 Stress-strain characteristics of full-section fiber reinforced concrete sealed structure","titleCn":"图11 全断面纤维混凝土封闭结构应力应变特性","id":"F11","captionEn":"Stress-strain characteristics of full-section fiber reinforced concrete sealed structure ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F011.jpg"},{"captionCn":"不同位置应力时变情况 ","magId":"cb6bf7ee-bf5e-433d-8589-a0575da5c57d","labelCn":"图12","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F1222.jpg.ppt","labelEn":"Fig.12","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F1222.jpg","titleEn":"Fig.12 Temporal variation of stress at different positions","titleCn":"图12 不同位置应力时变情况","id":"F12","captionEn":"Temporal variation of stress at different positions ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F1222.jpg"},{"captionCn":"不同深度处纵向应力随时刻变化曲线 ","magId":"df78b39d-fac2-4c7a-afae-e0e0598fadd2","labelCn":"图13","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F013.jpg.ppt","labelEn":"Fig.13","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F013.jpg","titleEn":"Fig.13 Longitudinal stress versus time curves at different depths","titleCn":"图13 不同深度处纵向应力随时刻变化曲线","id":"F13","captionEn":"Longitudinal stress versus time curves at different depths ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F013.jpg"},{"captionCn":"不同时刻的纵向应力及温度梯度沿深度的变化 ","magId":"735b9947-ab8b-428f-8646-667e50fa8784","labelCn":"图14","pptUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F014.jpg.ppt","labelEn":"Fig.14","figUrl":"1673-0291-2024-48-6-81/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F014.jpg","titleEn":"Fig.14 Variation of longitudinal stress and temperature gradient with depth at different times","titleCn":"图14 不同时刻的纵向应力及温度梯度沿深度的变化","id":"F14","captionEn":"Variation of longitudinal stress and temperature gradient with depth at different times ","thumbnailUrl":"1673-0291-2024-48-6-81/thumbnail/111F69E3-4D1E-41f1-8615-9508DAA44C7A-F014.jpg"}],"fundList_en":["National Key R&D Plan(2023YFB2604302)","Shandong Railway Investment Group Technology Plan(TTKJ2021-07)"]}; if(window.metaData && (!window.metaData.authorNotesCommon_cn && !window.metaData.authorNotesCorresp_cn && window.metaData.authorNotes_cn)){ window.metaData.authorNotesCommon_cn = window.metaData.authorNotes_cn; } if(window.metaData && (!window.metaData.authorNotesCommon_en && !window.metaData.authorNotesCorresp_en && window.metaData.authorNotes_en)){ window.metaData.authorNotesCommon_en = window.metaData.authorNotes_en; } var _nlmdtdXml = $("#article_nlmdtdXml").val(); var magDir = _nlmdtdXml.replace(/\/[^\/]+$/,''); window.metaData.magDir = magDir; new mag_vue({ el: '#metaVue', //dataUrl: mag_currentQikanUrl() + '/EN/article/getRichHtmlJson.do?articleId='+$("#articleId").val(), data:window.metaData, loading:true, doTextFun:function(text){ return doDataJsonText(text); }, doAfterFun:function(selector,jsonData){doMagVueAfter(selector,jsonData);} }); //参考文献可视化 richRefCharts(window.metaDatas); var pars = {attachType:'PDF',id:$("#articleId").val(),json:true}; jQuery.post($("#mag-common-contextPath").val()+"/CN/article/showArticleFile.do?" + new Date().getTime(), pars, function(data){ var json=null; if(data.match(/^\[json\].*/g)){ json=eval("("+data.replace(/^\[json\]/g,"")+")"); } if(json && json.status == 1){ //有权限 }else{ //无权限 $("#no-access-div").show(); } }); mag_ajax({ url:mag_currentQikanUrl() + '/CN/article/getRichHtmlJson.do', data:{articleId:$("#articleId").val(),token:'16b227952f2447c1802f198a3bd12ad3',referer:document.referrer}, dataType:"json", async:"false", success:function(json){ if(json.richHtmlJson && json.richHtmlJson.article){ if(json.trans){ var _nlmdtdXmlCN = $("#article_nlmdtdXmlCN").val(); var magDirCN = _nlmdtdXmlCN.replace(/\/[^\/]+$/,''); json.richHtmlJson.magDir=magDirCN; }else{ json.richHtmlJson.magDir=magDir; } new mag_vue({ el: '#bodyVue', data:json.richHtmlJson, doTextFun:function(text){ return doDataJsonText(text); }, doAfterFun:function(selector,jsonData){doMagVueAfter(selector,jsonData);} }); } } }); //altmetric if($.trim($("#article_doi").val())!=''){ $.ajax({ url:'https://api.altmetric.com/v1/doi/'+$.trim($("#article_doi").val())+'?callback=altmetric_callback', //url:'https://api.altmetric.com/v1/doi/10.1007/s13238-016-0264-7?callback=altmetric_callback', dataType:'jsonp' }); } mag_rich_menu(jQuery); $(function(){ $('#autoMenu').autoMenu(); }) $("#autoMenu").niceScroll({ cursorcolor: "#ccc", //滚动条的颜色 cursoropacitymax: 0, //滚动条的透明度,从0-1 touchbehavior: false, //使光标拖动滚动像在台式电脑触摸设备 true滚动条拖动不可用 cursorwidth: "6px", //滚动条的宽度 单位默认px cursorborder: "0", // 游标边框css定义 cursorborderradius: "3px", //滚动条两头的圆角 autohidemode: true, //是否隐藏滚动条 true的时候默认不显示滚动条,当鼠标经过的时候显示滚动条 zindex: "auto", //给滚动条设置z-index值 railvalign:'defaul', railpadding: { top: 0, right: -6, left: 0, bottom: 0 }, //滚动条的位置 }); window.autoMenuFlag=true; $("#relatedArticles").niceScroll({ cursorcolor: "#ccc", //滚动条的颜色 cursoropacitymax: 0, //滚动条的透明度,从0-1 touchbehavior: false, //使光标拖动滚动像在台式电脑触摸设备 true滚动条拖动不可用 cursorwidth: "6px", //滚动条的宽度 单位默认px cursorborder: "0", // 游标边框css定义 cursorborderradius: "3px", //滚动条两头的圆角 autohidemode: true, //是否隐藏滚动条 true的时候默认不显示滚动条,当鼠标经过的时候显示滚动条 zindex: "auto", //给滚动条设置z-index值 railvalign:'defaul', railpadding: { top: 0, right: -6, left: 0, bottom: 0 }, //滚动条的位置 }); //公式序号 居右 jQuery(".mag-xml-disp-formula").each(function() { var _this = jQuery(this); var _label= _this.children("label"); if(typeof(_label.html())!="undefined"){ _this.children("label").remove(); _this.wrap("
"); _this.parent().parent().append(""+_label.html()+""); } }); $('body').click(function(){ $('.daochu_div').hide(); $('.qipao').hide(); }) $('.qipao').click(function(event){ event.stopPropagation(); }) /*参考文献显示隐藏*/ $('.biaotijiantoush1').click(function(event){ if($(this).attr('class')=='glyphicon glyphicon-triangle-top biaotijiantoush biaotijiantoush1'){ $(this).parents('.mag_main_zhengwen_left_div_ckwx_table_benwenyiny').next('.mag_main_zhengwen_left_div_ckwx_table_ckwx_xiangqing').stop().slideUp(); $(this).attr('class','glyphicon glyphicon-triangle-bottom biaotijiantoush biaotijiantoush1'); }else if($(this).attr('class')=='glyphicon glyphicon-triangle-bottom biaotijiantoush biaotijiantoush1'){ $(this).parents('.mag_main_zhengwen_left_div_ckwx_table_benwenyiny').next('.mag_main_zhengwen_left_div_ckwx_table_ckwx_xiangqing').stop().slideDown(); $(this).attr('class','glyphicon glyphicon-triangle-top biaotijiantoush biaotijiantoush1'); } event.stopPropagation(); }); //加载补充材料 mag_ajax_update({ ele_id:'showArticle_suppls', url:mag_currentQikanUrl() + '/CN/article/showArticleSuppls.do', data:{articleId:$("#articleId").val()} }); //加载专题 mag_ajax_update({ ele_id:'showArticle_subjects', url:mag_currentQikanUrl() + '/CN/subject/showSubjectListByArticle.do', data:{articleId:$("#articleId").val(),forwardJsp:'showArticle'} }); //知识标引(规范词标引) mag_rich_lexemeCnctst($("#articleId").val(),'CN',document.getElementById('bodyVue')); //渲染公式 mag_mathJax(); }); function altmetric_callback(json){ if(json && json.score){ if(json.score - parseInt(json.score) > 0){ $("#altmetric-score").html(parseInt(json.score)+1); }else{ $("#altmetric-score").html(parseInt(json.score)); } $(".main_content_center_right_duoweidu_div").css("width","25%"); $("#altmetric-a").show(); $("#altmetric-a").attr("href",json.details_url); } } function richClickAuthor(name){ var searchSQL = "((("+mag_advSearchValReplace(name)+"[Author]) AND 1J[Journal]) AND year[Order])"; mag_request({url:mag_currentQikanUrl() + '/CN/searchresult',data:{searchSQL:searchSQL}}); } function richClickKeyword(keyword){ var searchSQL = "((("+mag_advSearchValReplace(keyword)+"[Keyword]) AND 1J[Journal]) AND year[Order])"; mag_request({url:mag_currentQikanUrl() + '/CN/searchresult',data:{searchSQL:searchSQL}}); } function mag_share(){ $("#bShare_more_a").click(); } function loadRelatedArticles(){ if($("#showRelatedArticles") && $("#showRelatedArticles").length>0){ //加载过了 }else{ mag_loading(); mag_ajax_update({ ele_id:'relatedArticles-content', url:mag_currentQikanUrl() + '/CN/article/relatedArticle.do', data:{id:$("#articleId").val(), forwardJsp:'showArticle'}, complete:function(){ mag_layer_close(); } }); } } function showMetrics(){ mag_window_location(mag_currentQikanUrl() + '/CN/metrics/'+$("#articleId").val()); } function piaofuFn(a,fnId){ var content='
'+$("#mag-rich-fn-"+fnId).html()+'
'; piaofu(a,content); } function piaofuCnctst(a,cnctst_id){ if($("#mag_rich_cnctst_info_"+cnctst_id) && $("#mag_rich_cnctst_info_"+cnctst_id).length && $("#mag_rich_cnctst_info_"+cnctst_id).length>0){ var content='
'+$("#mag_rich_cnctst_info_"+cnctst_id).html()+'
'; piaofu(a,content); }else{ var div=document.createElement("div"); div.style.display='none'; div.id="mag_rich_cnctst_info_"+cnctst_id; document.body.appendChild(div); mag_ajax_update({ selector:"#mag_rich_cnctst_info_"+cnctst_id, url:mag_currentQikanUrl() + "/CN/lexeme/showCnctstOnRich.do", data:{cnctst_id:cnctst_id,articleId:$("#articleId").val(),Count:5}, success:function(){ var content='
'+$("#mag_rich_cnctst_info_"+cnctst_id).html()+'
'; piaofu(a,content); } }); } } function clickFigXref(a,figId){ if(figId!=''){ $("[mag-fig-id='"+figId+"']")[0].scrollIntoView(); } } function clickTabXref(a,tabId){ if(tabId!=''){ document.getElementById(tabId).scrollIntoView(); } } function huoqukuanduimg(){ // } function doDataJsonText(text){ var str = text; //var _nlmdtdXml = $("#article_nlmdtdXml").val(); //var magDir = _nlmdtdXml.replace(/\/[^\/]+$/,''); str = str.replace(/"; ss += ""; ss += ""; var shuomingTitle = ""; var shuomingContent = ''; if(fig.titleCn && fig.titleCn!=''){ shuomingTitle = fig.titleCn; if(fig.titleContentCn && fig.titleContentCn!=''){ shuomingContent += fig.titleContentCn; } } if(shuomingTitle==''){ if(fig.titleEn && fig.titleEn!=''){ shuomingTitle = fig.titleEn; } if(fig.titleContentEn && fig.titleContentEn!=''){ shuomingContent += fig.titleContentEn; } }else{ if(fig.titleEn && fig.titleEn!=''){ shuomingContent += "

"+fig.titleEn+"

"; } if(fig.titleContentEn && fig.titleContentEn!=''){ shuomingContent += fig.titleContentEn; } } ss += '
'+shuomingTitle+'
'; if(shuomingContent!=''){ ss += shuomingContent; } ss += '
'; ss += '

Full size|PPT slide

'; $(this).html(ss); break; } } }); //处理表格 $(selector + " .mag_main_table[magid]").each(function(){ var magId = $(this).attr("magid"); for(var i=0;i"; } if(tab.titleContentEn && tab.titleContentEn!=''){ shuomingContent += tab.titleContentEn; } } ss += '
'+shuomingTitle+'
'; if(shuomingContent!=''){ ss += shuomingContent; } ss += ''; ss += ''; if(tab.table != ''){ ss += '
'; ss += tab.table; ss += '
'; } if(tab.footFnList && tab.footFnList.length>0){ ss += '
'; for(var j=0;j0){ for(var k=0;k0){ for(var ii=0;ii0){ for(var ii=0;ii0){ var citation = null; for(var citationIndex=0;citationIndex0){ if(citation == null){ citation = citationList[citationIndex]; } for(var personIndex=0;personIndex0){ for(var authorDataIndex=0;authorDataIndex0 && xData.length>0){ $("#mag_rich_ref_charts_nian_count_container").show(); var dom = document.getElementById("mag_rich_ref_charts_nian_count"); var myChart = echarts.init(dom); var app = {}; var option; option = { tooltip: { trigger: 'axis', axisPointer: { type: 'shadow' } }, xAxis: { data: xData }, yAxis: { type: 'value' }, series: [{ //name: '文献', type: 'bar', stack: 'browse', color: '#f07d2d', label:{ show:true, position:'top', color:'#000' }, barWidth: '60%', data: yData }] }; if (option && typeof option === 'object') { myChart.setOption(option); } } if($("#mag_rich_ref_charts_publication_type") && $("#mag_rich_ref_charts_publication_type").length && $("#mag_rich_ref_charts_publication_type").length>0 && typeData.length>0){ $("#mag_rich_ref_charts_publication_type_container").show(); if(typeData!=null && typeData.length>0){ typeData.sort(function(a,b){ return b.value-a.value; }); var l = window.metaData.referenceList.length; for(var i=0;i0){ $("#mag_rich_ref_charts_source_container").show(); var ySourceData = new Array(); var xSourceData = new Array(); if(sourceData.length>0){ for(var i=0;i0){ ySourceData[ySourceData.length] = 'Other'; xSourceData[xSourceData.length] = otherSourceCount; } $("#mag_rich_ref_charts_source").height(ySourceData.length*25+50); var dom = document.getElementById("mag_rich_ref_charts_source"); var myChart = echarts.init(dom); var app = {}; var option; option = { tooltip: { trigger: 'axis', axisPointer: { type: 'shadow' } }, legend:{ }, grid: { top: 10, bottom: 20, left: 150, right: 30 }, xAxis: { type: 'value', position: 'bottom', show: true }, yAxis: { type: 'category', data: ySourceData, inverse: true, axisLabel: { formatter: function (value) { var l = 20; if(value.match(/.*[\u4e00-\u9fa5]+.*/g)){ l = 10; } if(value.length>l){ return value.substr(0,l)+"..."; }else{ return value; } } } }, series: [{ type: 'bar', stack: 'browse', color: 'blue', label:{ show:true, position:'right', color:'#000' }, barWidth: '60%', data: xSourceData }] }; if (option && typeof option === 'object') { myChart.setOption(option); } } if($("#mag_rich_ref_charts_author") && $("#mag_rich_ref_charts_author").length && $("#mag_rich_ref_charts_author").length>0 && authorData.length>0){ $("#mag_rich_ref_charts_author_container").show(); var nodes = new Array(); if(authorData && authorData.length>0){ authorData.sort(function(a,b){ return b.count-a.count; }); for(var authorDataIndex=0;authorDataIndex50){ return 50; }else{ return size; } }(), draggable:true, itemStyle:{ normal:{ //shadowBlur:10, shadowColor:color, color:color } } }; } } if(nodes.length>0){ nodes.sort(function(a,b){ return a.value-b.value; }); } var dom = document.getElementById("mag_rich_ref_charts_author"); var myChart = echarts.init(dom, null, { renderer: 'canvas', useDirtyRect: false }); var app = {}; var option; option = { backgroundColor: '#fff', tooltip: {}, animationDurationUpdate: function(idx) { // 越往后的数据延迟越大 return idx * 100; }, animationEasingUpdate: 'bounceIn', color: ['#fff', '#fff', '#fff'], series:{ type: 'graph', layout: 'force', force: { repulsion: 30, edgeLength: 3 }, gravity: 1.1, scaling: 1.1, roam: true, label: { normal: { show: true } }, data:nodes } } if (option && typeof option === 'object') { myChart.setOption(option); } } } $("#mag_rich_ref_charts").hide(); }

温度荷载下全断面纤维混凝土封闭结构力学特性研究

郭强, 姚明昕, 钱忠霞, 徐爱民, 肖宏

PDF(5160 KB)
PDF(5160 KB)
星空电竞app2026最新版学报 ›› 2024, Vol. 48 ›› Issue (6) : 81-92. DOI: 10.11860/j.issn.1673-0291.20230151
组合结构与岩土力学

温度荷载下全断面纤维混凝土封闭结构力学特性研究

    {{javascript:window.custom_author_cn_index=0;}}
  • {{article.zuoZhe_CN}}
作者信息 +

Study on mechanical characteristics of full-section fiber reinforced concrete seal structure under thermal loads

    {{javascript:window.custom_author_en_index=0;}}
  • {{article.zuoZhe_EN}}
Author information +
History +
Received Revised Published
2023-11-09 2024-07-18 2024-12-25
Issue Date  
2025-01-16  

本文亮点

{{article.keyPoints_cn}}

HeighLight

{{article.keyPoints_en}}

摘要

{{article.zhaiyao_cn}}

Abstract

{{article.zhaiyao_en}}

关键词

Key words

本文二维码

引用本文

导出引用
{{article.zuoZheCn_L}}. {{article.title_cn}}. {{journal.qiKanMingCheng_CN}}. 2024, 48(6): 81-92 https://doi.org/10.11860/j.issn.1673-0291.20230151
{{article.zuoZheEn_L}}. {{article.title_en}}. {{journal.qiKanMingCheng_EN}}. 2024, 48(6): 81-92 https://doi.org/10.11860/j.issn.1673-0291.20230151

参考文献

参考文献

{{article.reference}}

基金

版权

{{article.copyrightStatement_cn}}
{{article.copyrightLicense_cn}}
PDF(5160 KB)

Accesses

Citation

Detail

段落导航
相关文章

/

Baidu
map