| 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
圬工辅助砌块的试验方法.墙拉杆的拉伸和压缩负载容量和负载转移特性的测定 |
| 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
圬工辅助砌块的试验方法.墙拉杆的拉伸和压缩负载容量和负载转移特性的测定 |
| 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
圬工辅助成份试验方法.第5部分:拉伸和压缩负载容量和墙系柱和负载代替特性测定 |
| 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
圬工辅助成份试验方法.第5部分:拉伸和压缩负载容量和墙系柱和负载代替特性测定 |
| 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
砖石工程辅助元部件试验方法.第5部分:墙拉杆抗拉荷载 |
| 6. | 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
砖石工程辅助元部件试验方法.第6部分:墙拉杆抗拉荷载 |
| 7. | 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
圬工辅助砌块的试验方法.剪切杆和滑动杆的拉伸和压缩负载容量和负载转移特性的测定 |
| 8. | 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
圬工辅助成份试验方法.第7部分:拉伸和压缩负载容量和墙系柱和负载代替特性测定 |
| 9. | 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
通过试验研究，给出每个构件的荷载位移曲线和极限承载力，得到了曲梁承载力随跨长、曲率半径以及截面尺寸的变化规律。 |
| 10. | 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
并对温度和时效进行力学的模拟，使其及时监测在任何时刻所对应荷载的位移场和变化趋势，从而监控大坝的运行性态及规律。 |
