Methods of test for masonry - determination of initial shear strength 磚石工程的試驗方法.起始剪切強度的測定
Methods of test for masonry - part 3 : determination of initial shear strength 圬工檢驗方法.第3部分:初始剪切強度測定
Methods of test for masonry - part 3 : determination of initial shear strength ; german version en 1052 - 3 : 2002 石工的試驗方法.第3部分:初始剪切強度的測定;德文版
It considered the increase of the initial shear stiffness of the surrounding soil with consolidation and unloading and cyclic behaviour of the interface 本文在總結前人研究成果的基礎上,改進了反應樁土界面荷載傳遞性狀的雙曲線模型。
The authors use etabs program to build finite element model of the seismic - isolation structure , through time - history analysis of the structure which uses the lead rubber hearing setting with different initial shear stiffness , and give reasonable advice to setting initial shear stiffness of the lead rubber bearing used in the seismic - isolation design 摘要運用etabs建立隔震結構的有限元模型,對鉛芯隔震橡膠支座屈服前剛度不同取值的隔震結構進行了時程分析,通過對比分析,給出了隔震設計中的鉛芯隔震橡膠支座屈服前剛度取值的合理建議。