黃善洪 的英文怎麼說
中文拼音 [huángshànhóng]
黃善洪
英文
hwang sun hong-
Later, in october 1976, a cks memorial hall building, preparatory directing committee was established. messrs. chang chun, ho ying - ching, chen li - fu, ni wen - ya, wang yun - wu, yu bin, chien ssu - liang, huang shao - ku, ku cheng - kang, huang chie, lin bo - shou, wu ching - hsiung, lien chen - tung, chen chi - tien, hsu ching - chung, chang bao - shu, hsieh tung - min, sun ya - fu, liu kuo - tsai, dai yen - huei, liu ji - hung, chou bai - lien, tsai hung - wen, lin ting - sheng, and lin yang - kang, were invited to serve as committee directors to oversee construction of the hall
嗣於六十五年十月成立中正紀念堂籌建指導委員會，敦請張群何應欽陳立夫倪文亞王雲五于斌錢思亮黃少穀穀正綱黃傑林伯壽吳經熊連震東陳啟天徐慶鐘張寶樹謝東閔孫亞夫劉闊才戴炎輝劉季洪周百練蔡鴻文林挺生林洋港等二十五位先生為指導委員，指導建堂工作，俾臻完善。Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station, the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place. it also considered possible diversified combination of loading, and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. as a result, it vastly improved burdening state of pier. by analysis of 3 - d finite element method, it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support, and the displacement result in diversified loading combination. those results gained the instructive and reference value in design of prestressed pier
本文結合黃河小峽水電站泄洪閘預應力閘墩這一工程實踐，採用國際上已成熟的有限元方法，合理地建立了預應力閘墩的三維有限元模型，該模型可方便地按預應力錨索的點位施加錨索預張拉力，考慮了可能發生的多種荷載工況組合，並與無預應力閘墩結構進行了對比分析研究，指出其預應力效果是明顯的，可以大大改善閘墩結構的受力狀態，通過三維有限元分析，還得到了胸墻簡支、固端不同情況下的應力成果和各荷載下的位移成果，這些成果的取得對預應力閘墩的設計具有一定的指導和參考價值。
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