例句與造句

1. Methods of test for ancillary components for masonry - determination of tensile and compressive load capacity and load displacement characteristics of wall ties couplet test
   圬工輔助砌塊的試驗方法.墻拉桿的拉伸和壓縮負載容量和負載轉(zhuǎn)移特性的測定
2. Methods of test for ancillary components for masonry - determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test
   圬工輔助砌塊的試驗方法.墻拉桿的拉伸和壓縮負載容量和負載轉(zhuǎn)移特性的測定
3. Methods of test for ancillary components for masonry - part 5 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties couple test
   圬工輔助成份試驗方法.第5部分:拉伸和壓縮負載容量和墻系柱和負載代替特性測定
4. Methods of test for ancillary components for masonry - part 6 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test
   圬工輔助成份試驗方法.第5部分:拉伸和壓縮負載容量和墻系柱和負載代替特性測定
5. Methods of tests for ancillary components for masonry - part 5 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties couplet test ; german version en 846 - 5 : 2000
   磚石工程輔助元部件試驗方法.第5部分:墻拉桿抗拉荷載
6. It's difficult to find load displacement in a sentence. 用load displacement造句挺難的
7. Methods of tests for ancillary components for masonry - part 6 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test ; german version en 846 - 6 : 2000
   磚石工程輔助元部件試驗方法.第6部分:墻拉桿抗拉荷載
8. Methods of test for ancillary components for masonry - determination of shear load capacity and load displacement characteristics of shear ties and slip ties couplet test for mortar joint connection
   圬工輔助砌塊的試驗方法.剪切桿和滑動桿的拉伸和壓縮負載容量和負載轉(zhuǎn)移特性的測定
9. Methods of test for ancillary components for masonry - part 7 : determination of shear load capacity and load displacement characteristics of shear ties and slip ties couplet test for mortar joint connections
   圬工輔助成份試驗方法.第7部分:拉伸和壓縮負載容量和墻系柱和負載代替特性測定
10. The load displacement curves and the ultimate strength of each member are presented . effects of beam length , radius of curvature and flexural - torsional rigidity on ultimate are considered
    通過試驗研究，給出每個構件的荷載位移曲線和極限承載力，得到了曲梁承載力隨跨長、曲率半徑以及截面尺寸的變化規(guī)律。
11. With the mechanics simulation of temperature load and time independent , it is on time made to monitor the corresponding load displacement field and the change tendency at any time , and is monitored the dam work regularity
    并對溫度和時效進行力學的模擬，使其及時監(jiān)測在任何時刻所對應荷載的位移場和變化趨勢，從而監(jiān)控大壩的運行性態(tài)及規(guī)律。
12. Through the pull - out experiment , the load displacement curve was obtained . contrasting the test results under the different condition to post - installed bar , it was clear about the mechanism of the inorganically post - installed bars . the test results of inorganically post - installed bars was compared especially with the traditional organically post ? installed bars
    通過拉拔試驗,得到了荷載位移曲線,對比了不同條件下植筋的試驗結(jié)果,明確了無機植筋的受力過程,特別同有機植筋進行對比,并提出了帶錐頭無機植筋的施工工藝。