The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函数的选择,适用于岩土工程中的各种数值计算。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函数的选择,适用于岩土工程中的各种数值计算。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
应用该程序对悬臂梁算西瓦拱
-地基模
弹性分析,结果表明该方法有效可
。
声明:以上句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该法简化了试函数的选择,适用于岩土工程中的各种数值
。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
用该程序对悬臂梁
例和拉西瓦拱
-地基模型进行弹性分析,结果表明该
法有效可行。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试选择,适用于岩土工程中
各种
值计算。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
应用该程序对悬臂梁算例和拉西瓦拱-地基模型进行弹性分析,结果表明该方法有效可行。
声明:以上例句、词性分类均由资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件
观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
法简化了试函数的选择,适
于岩土工程中的各种数值计
。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
程序对悬臂梁
例和拉西瓦拱
-地基模型进行弹性分析,结果表明
法有效可行。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该法简化了试函数的选择,适用于岩土工程中的各种数值
。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
用该程序对悬臂梁
例和拉西瓦拱
-地基模型进行弹性分析,结果表明该
法有效可行。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函数的选择,适用于岩土工程中的各种数。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
应用该程序对悬臂梁例和拉西瓦拱
-地基模型进行弹性分析,结果表明该方法有
可行。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函数的选择,适用于岩工程中的各种数值计算。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
应用该程序对悬臂梁算例和拉西瓦拱-地基模型进行弹性分析,结果
明该方法有效可行。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审,
达内容亦不代
本软件的观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函数的选,
于岩土工程中的各种数值计算。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
应该程序对悬臂梁算例和拉西瓦拱
-地基模型进行弹性
析,结果表明该方法有效可行。
声明:以上例句、词性由互联网资源自动生成,部
未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The method simplifies the procedure of the trial function choice, and could be used in numerical calculation in geotechnique engineering.
该方法简化了试函数的选择,适用于岩土工程中的各种数值计算。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.
应用该程序梁算例和拉西瓦拱
-地基模型进行弹性
,
果表明该方法有效可行。
声明:以上例句、词性类均由互联网资源自动生成,部
未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。