桥梁工程有限元法计算的结构分析结果
点 击 查 看 大 图
会员专享%20--%3e%3csvg%20version='1.1'%20id='图层_1'%20xmlns='http://www.w3.org/2000/svg'%20xmlns:xlink='http://www.w3.org/1999/xlink'%20x='0px'%20y='0px'%20viewBox='0%200%20300%20109.84'%20style='enable-background:new%200%200%20300%20109.84;'%20xml:space='preserve'%3e%3cstyle%20type='text/css'%3e%20.st0{fill:%23FF0000;}%20.st1{fill:%23FFFFFF;}%20%3c/style%3e%3cpath%20class='st0'%20d='M282,109.84H18c-9.94,0-18-8.06-18-18V18C0,8.06,8.06,0,18,0H282c9.94,0,18,8.06,18,18v73.84%20C300,101.78,291.94,109.84,282,109.84z'/%3e%3cg%3e%3cg%3e%3cpath%20class='st1'%20d='M79.43,23.7l26.56,62.53H92.17l-5.74-14.27H60.86L55.3,86.22H42.29L68.04,23.7H79.43z%20M82.21,61.37%20l-8.79-21.95L64.9,61.37H82.21z'/%3e%3cpath%20class='st1'%20d='M126.54,86.22h-13.01V23.7h13.01V86.22z'/%3e%3cpath%20class='st1'%20d='M169.25,62.22V51.54h25.12V77c-2.03,3.13-5.28,5.62-9.74,7.47c-4.46,1.85-9.38,2.78-14.76,2.78%20c-6.4,0-12.08-1.37-17.05-4.1c-4.97-2.73-8.82-6.55-11.57-11.45c-2.75-4.9-4.13-10.51-4.13-16.83c0-6.38,1.42-12.01,4.26-16.91%20c2.84-4.9,6.74-8.68,11.71-11.36c4.96-2.68,10.47-4.01,16.51-4.01c6.04,0,11.29,1.3,15.75,3.89c4.46,2.59,7.46,5.91,9.02,9.95%20l-10.77,5.89c-1.32-2.62-3.2-4.68-5.65-6.19c-2.45-1.51-5.35-2.26-8.7-2.26c-3.53,0-6.7,0.85-9.51,2.56%20c-2.81,1.71-5.02,4.16-6.64,7.35c-1.62,3.19-2.42,6.89-2.42,11.1c0,4.33,0.82,8.09,2.47,11.28c1.64,3.19,3.98,5.64,7,7.35%20c3.02,1.71,6.53,2.56,10.54,2.56c4.67,0,8.31-1.22,10.95-3.67V62.22H169.25z'/%3e%3cpath%20class='st1'%20d='M241.34,73.5c2.3-1.59,4.14-3.81,5.52-6.66l10.86,5.98c-1.62,4.22-4.58,7.67-8.88,10.38%20c-4.31,2.71-9.45,4.06-15.43,4.06c-5.8,0-11.1-1.34-15.88-4.02c-4.79-2.68-8.58-6.48-11.4-11.4c-2.81-4.92-4.22-10.58-4.22-16.96%20c0-6.38,1.39-12.01,4.17-16.91c2.78-4.9,6.58-8.68,11.4-11.36c4.81-2.68,10.12-4.01,15.93-4.01c5.98,0,11.13,1.35,15.43,4.06%20c4.31,2.71,7.27,6.16,8.88,10.38L246.86,43c-1.38-2.85-3.22-5.07-5.52-6.66c-2.3-1.59-5.04-2.39-8.21-2.39%20c-3.35,0-6.34,0.85-8.97,2.56c-2.63,1.71-4.71,4.14-6.24,7.3c-1.53,3.16-2.29,6.85-2.29,11.06c0,4.22,0.76,7.92,2.29,11.11%20c1.53,3.19,3.6,5.64,6.24,7.35c2.63,1.71,5.62,2.56,8.97,2.56C236.3,75.89,239.04,75.09,241.34,73.5z'/%3e%3c/g%3e%3c/g%3e%3c/svg%3e)
桥梁工程有限元法计算的结构分析结果
桥梁工程有限元法计算的结构分析结果这张图片素材主要展示了桥梁工程的结构分析结果，涉及材料、拱、钢梁、跨度等方面。通过有限元法计算，结合了诸如工业、基础设施、金属、交叉等概念，运用了三维模型、模拟、CAD 等技术，对桥梁的位移、强度等进行分析，为设计师和工程建设提供了重要参考。
- 素材ID：987544707举报
- 格式：JPG
- 作者：Rindi
- 尺寸：S1000 x 775px · 35 x 27cm · 72dpiM2300 x 1782px · 81 x 62cm · 72dpiF2304 x 1792px · 19 x 15cm · 300dpi
© 北京卓特视觉科技有限公司 All Rights Reserved.
版权声明：所有视频、图片、音乐及字体素材均受著作权保护，未经许可不得转载或发布
关于卓特视觉
主要产品
商务合作
市场合作供稿合作大客户咨询客服咨询联系我们
400-0168-600北京市朝阳区朝外大街26号朝外MEN·B座907
京ICP备15019536号 增值电信业务经营许可证 京B2-20210167
京公网安备 11010502045846号网络文化经营许可证 京网文〔2023〕2258-086号