CAJ | 학술논문

大渡河猴子岩水电站地处高地震裂度区，同时其进水塔结构较高，需进行结构抗震设计。采用ANSYS有限元软件对猴子岩水电站非常泄洪洞进水塔进行了静、动力分析，研究了进水塔结构自振特性，同时将动力计算结果和静力计算结果叠加，对进水塔的抗震性能进行评价。通过综合比较各工况下的进水塔结构应力计算结果，发现地震、温度荷载是进水塔结构产生拉应力的主要因素，但拉应力范围较小，主要出现在外形突变处，可适当配置钢筋。对进水塔整体结构开展抗滑、抗浮和抗倾整体稳定分析，结果表明进水塔整体稳定性良好。
대도하후자암수전참지처고지진렬도구，동시기진수탑결구교고，수진행결구항진설계。채용ANSYS유한원연건대후자암수전참비상설홍동진수탑진행료정、동력분석，연구료진수탑결구자진특성，동시장동력계산결과화정력계산결과첩가，대진수탑적항진성능진행평개。통과종합비교각공황하적진수탑결구응력계산결과，발현지진、온도하재시진수탑결구산생랍응력적주요인소，단랍응력범위교소，주요출현재외형돌변처，가괄당배치강근。대진수탑정체결구개전항활、항부화항경정체은정분석，결과표명진수탑정체은정성량호。
Houziyan Hydropower Station on Dadu River is located in the area of high seismic intensity, so anti-seismic design is necessary for its high intake tower. The static and dynamic analysis are carried out for intake tower of unusual flood discharge tunnel, and its self-vibration characteristics are researched, finally the anti-seismic performance of the intake tower is evalua-ted by superposing the static results and dynamic results. The results show that the tension stress at abrupt surface of the tunnel is in quite a small range, which is mainly induced by earthquake and thermal load, and it can be solved by reinforced concrete. Anti-sliding, anti-floating as well as anti-toppling analyses are conducted to evaluate the integral stability of the intake tow-er, verifying its excellent integral stability.