"PFC3D5.0完整颗粒流代码:滑坡致灾与建筑物易损性分析系统",PFC3D5.0颗粒流滑坡致灾『建筑物易损性』完整代码(附相关参数定义及分析函数)该代码包括:(1)完整代码及部分注释,可根
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"PFC3D5.0完整颗粒流代码:滑坡致灾与建筑物易损性分析系统",PFC3D5.0颗粒流『滑坡致灾』『建筑物易损性』完整代码(附相关参数定义及分析函数)该代码包括:(1)完整代码及部分注释,可根据理解自行修改参数,点击运行即可得到结果,无需调试,可以直接使用,也可供参考学习;(2)滑坡建模,建筑物建模,滑坡冲击力监测,建筑物位移监测,建筑物损伤程度,科研常规分析信息俱全。(3)犀牛软件已绘制可使用的三维网格图形。代码部分详细信息:(1)滑坡尺寸100m×50m×100m,建筑物尺寸10*10*10m,可修改,提供;(2)平行粘结模型模拟建筑物强度,建筑物由支柱,楼板,墙体构成,可对每个部件继续详细分析;(3)检测滑坡位移,速度,建筑物偏移量,滑坡冲击力,建筑物损伤程度代码俱全,可直接使用 附图:模型侧视图,受灾后结果图,支柱破坏情况图,对比验证图,支柱所受冲击力分析图,建筑物破坏阶段分析图,建筑物易损性曲线图及对比。,PFC3D5.0; 滑坡致灾; 建筑物易损性; 完整代码; 参数定义; 分析函数; 滑坡建模; 建筑物建模; 监测; 损伤程度; 三维网格图形 <link href="/image.php?url=https://csdnimg.cn/release/download_crawler_static/css/base.min.css" rel="stylesheet"/><link href="/image.php?url=https://csdnimg.cn/release/download_crawler_static/css/fancy.min.css" rel="stylesheet"/><link href="/image.php?url=https://csdnimg.cn/release/download_crawler_static/90341205/2/raw.css" rel="stylesheet"/><div id="sidebar" style="display: none"><div id="outline"></div></div><div class="pf w0 h0" data-page-no="1" id="pf1"><div class="pc pc1 w0 h0"><img alt="" class="bi x0 y0 w1 h1" src="/image.php?url=https://csdnimg.cn/release/download_crawler_static/90341205/bg1.jpg"/><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0 ws0">根据您提供的主题和关键词范围<span class="ff2">,</span>下面是一个基于<span class="_ _0"> </span><span class="ff3">PFC3D5.0<span class="_ _1"> </span></span>颗粒流软件来模拟滑坡致灾过程中建筑</div><div class="t m0 x1 h2 y2 ff1 fs0 fc0 sc0 ls0 ws0">物易损性的简略代码框架<span class="ff2">,</span>并结合您要求的信息进行分析和说明<span class="ff4">。</span>这个代码主要用于研究目的<span class="ff2">,</span>学习</div><div class="t m0 x1 h2 y3 ff1 fs0 fc0 sc0 ls0 ws0">和了解代码的结构与内容<span class="ff2">,</span>但请注意<span class="ff2">,</span>实际使用时可能需要根据具体情况进行调试和修改<span class="ff4">。</span></div><div class="t m0 x1 h3 y4 ff3 fs0 fc0 sc0 ls0 ws0">```c</div><div class="t m0 x1 h2 y5 ff3 fs0 fc0 sc0 ls0 ws0">// PFC3D5.0 <span class="ff1">滑坡致灾模拟</span> - <span class="ff1">建筑物易损性分析</span></div><div class="t m0 x1 h2 y6 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">初始化参数</span></div><div class="t m0 x1 h2 y7 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">滑坡模型参数</span></div><div class="t m0 x1 h2 y8 ff3 fs0 fc0 sc0 ls0 ws0">int LANDSLIDE_SIZE = 100; // <span class="ff1">长度<span class="ff2">,</span>单位<span class="_ _0"> </span></span>m</div><div class="t m0 x1 h2 y9 ff3 fs0 fc0 sc0 ls0 ws0">int SLOPE_DEPTH = 50; // <span class="ff1">深度<span class="ff2">,</span>单位<span class="_ _0"> </span></span>m</div><div class="t m0 x1 h2 ya ff3 fs0 fc0 sc0 ls0 ws0">int HEIGHT = 100; // <span class="ff1">高度<span class="ff2">,</span>单位<span class="_ _0"> </span></span>m</div><div class="t m0 x1 h2 yb ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">建筑物模型参数</span></div><div class="t m0 x1 h2 yc ff3 fs0 fc0 sc0 ls0 ws0">int BUILDING_SIZE = 10; // <span class="ff1">建筑物的长<span class="ff4">、</span>宽<span class="ff4">、</span>高均为<span class="_ _0"> </span></span>10m</div><div class="t m0 x1 h2 yd ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">颗粒流模型参数<span class="ff2">(</span>例如平行粘结模型<span class="ff2">)</span></span></div><div class="t m0 x1 h2 ye ff3 fs0 fc0 sc0 ls0 ws0">// ...<span class="ff2">(<span class="ff1">此处应包含更多关于颗粒流模型的参数定义</span>)</span></div><div class="t m0 x1 h2 yf ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">开始创建滑坡模型</span></div><div class="t m0 x1 h3 y10 ff3 fs0 fc0 sc0 ls0 ws0">createLandslide(LANDSLIDE_SIZE, SLOPE_DEPTH, HEIGHT);</div><div class="t m0 x1 h2 y11 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">创建建筑物模型</span></div><div class="t m0 x1 h2 y12 ff3 fs0 fc0 sc0 ls0 ws0">createBuilding(BUILDING_SIZE); // <span class="ff1">使用<span class="_ _0"> </span></span>PFC<span class="_ _1"> </span><span class="ff1">内置的实体或用户自定义的模型来创建</span></div><div class="t m0 x1 h2 y13 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">设置滑坡位移监测<span class="ff4">、</span>速度监测相关代码</span>...<span class="ff2">(<span class="ff1">需要实现位移监测和速度计算</span>)</span></div><div class="t m0 x1 h2 y14 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">设置建筑物偏移量监测相关代码</span>...<span class="ff2">(<span class="ff1">实现建筑物位移的记录与计算</span>)</span></div><div class="t m0 x1 h2 y15 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">初始化颗粒间接触与强度等参数<span class="ff2">(</span>例如平行粘结模型参数<span class="ff2">)</span></span></div><div class="t m0 x1 h3 y16 ff3 fs0 fc0 sc0 ls0 ws0">initializeParticleProperties();</div><div class="t m0 x1 h2 y17 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">模拟开始前的准备工作<span class="ff2">,</span>例如对滑坡施加边界条件等</span>...</div><div class="t m0 x1 h3 y18 ff3 fs0 fc0 sc0 ls0 ws0">prepareSimulation();</div><div class="t m0 x1 h2 y19 ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">开始模拟滑坡对建筑物的冲击过程</span>...<span class="ff2">(<span class="ff1">执行冲击模拟</span>)</span></div><div class="t m0 x1 h3 y1a ff3 fs0 fc0 sc0 ls0 ws0">runSimulation();</div><div class="t m0 x1 h2 y1b ff3 fs0 fc0 sc0 ls0 ws0">// <span class="ff1">分析过程和结果</span>...<span class="ff2">(<span class="ff1">如分析建筑物位移<span class="ff4">、</span>滑坡冲击力<span class="ff4">、</span>损伤程度等</span>)</span></div><div class="t m0 x1 h2 y1c ff3 fs0 fc0 sc0 ls0 ws0">analyzeImpact(); // <span class="ff1">此处包含冲击力计算<span class="ff4">、</span>损伤程度评估等分析函数实现代码</span></div></div><div class="pi" data-data='{"ctm":[1.568627,0.000000,0.000000,1.568627,0.000000,0.000000]}'></div></div>