Serious piles are discussed with the nondestructive - detecting theory in this paper , what ' s more , the satisfactory result by comparing test of large - proportion model pile 分析了各類缺陷樁振動(dòng)波形的特點(diǎn),并且通過(guò)大比例模型樁和工程樁對(duì)比試驗(yàn),得到較滿意的結(jié)果。
2 . a test of large - scale outdoor model of soil - box foundation - rc frame structure is introduced , including geological conditions , the model itself and dynamic tests with those locations of the test position . 3 2 、介紹了野外大比例模型試驗(yàn)各方面的情況,包括模型所在地的地質(zhì)條件概況、模型本身的詳細(xì)情況、試驗(yàn)中測(cè)點(diǎn)布置以及各項(xiàng)動(dòng)力試驗(yàn)的基本情況等。
In addition to prove the correctness of those optimal parameters , a large - scale shaking table model testing with tmd seismic decrease equipment is conducted . through the testing a conclusion can be achieved that those parameters we putted are right by analyzing the testing results 對(duì)所提出的優(yōu)化的tmd減震裝置參數(shù)進(jìn)行了一個(gè)大比例模型的模擬地震振動(dòng)臺(tái)試驗(yàn)研究,通過(guò)對(duì)試驗(yàn)結(jié)果的分析驗(yàn)證了理論的正確性。
The testing contents are as follows : 1 . eight rc columns were tested first under cyclic lateral force and a constant load equal to 20 % of the column axial load capacity . the main parameters considered were the type of frp jacket and peak drift ratio where the lateral loading was interrupted 本學(xué)位論文針對(duì)上述問(wèn)題開(kāi)展了較為系統(tǒng)的研究,主要開(kāi)展了以下工作: 1 .完成了8個(gè)大比例模型柱的制作和加固,并對(duì)其在控制位移下進(jìn)行了擬靜力試驗(yàn)。
Homecoming of this hong kong debut does not merely replicate the one in venice but with new creative works tailored for local audience and venue . with 1 : 5 large - size model , video installation , wide format supergraphics , walk - through tunnel , photographic documentaries and interviews recording , " vice versa " in hong kong is an inventive representation of the venice exhibition , vastly acclaimed by international reporters and critics 是次回應(yīng)展展出的作品及場(chǎng)地設(shè)計(jì)亦是特別為本地市民及因應(yīng)是次展覽場(chǎng)地而重新構(gòu)思及創(chuàng)作,如1比5大比例模型、錄像裝置、巨型平面作品、供參觀者漫游的隧道、相片記錄及訪問(wèn)。