1.
Calculation of Unsteady Temperature Field and Temperture Stress Around Conduit in Concrete Dam by Finit Element Method
用有限元法计算大坝底孔的非稳定温度场和温度应力
2.
Model test for dam bottom flushing outlet of DAPEIN(Ⅰ) Hydropower project
DAPEIN(Ⅰ)水电工程大坝冲砂底孔体型试验
3.
Analysis on damage reason of basin plate of stilling pool and reinforcement at Ankang dam
安康大坝表孔消力池底板破坏原因分析及补强加固处理
4.
Flow Surface Construction at the Bottom in No.2 Diversion Tunnel of Double Arch Dam of Xiaowan Hydropower Station
小湾双曲拱坝2号导流底孔底板过流面施工
5.
3-D Finite Element Analysis of the Dam in the Barrage of JiSha Hydropower Station;
吉沙水电站拦河坝底孔坝段三维有限元计算分析
6.
The Temperature Control Simulation Analysis for Over-Cold of Bottom in Rcc Dam;
碾压混凝土坝底孔“超冷”的温控仿真分析
7.
Research on Analysis of the Bottom Outlet in High-Head Thin Arch Dam by Finite Element Method;
高水头薄拱坝泄水底孔有限元计算分析研究
8.
3D finite element analysis of prestressed pier of amptying bottom outlets in Xiaowan arch dam
小湾拱坝放空底孔预应力闸墩三维有限元分析
9.
A Study on Stress Influence of the Large Orifice on the Masonry Arch Dam;
大尺寸泄洪孔对浆砌石拱坝坝体应力影响研究
10.
Study on Seepage in the Dam Base of Xiaolangdi Project on Yellow River;
黄河小浪底水利枢纽工程大坝坝基渗流分析
11.
Xiaolangdi Dam project on the Yellow River is 154 meters high.
黄河小小浪底大坝工程有154米高。
12.
Analysis and Assessment of Xiaolangdi Dam s Safety Monitor System;
小浪底大坝安全监测系统分析与评价
13.
STUDY ON H_2S GAS FEATUREIN THE WATER AND SIGNIFICANCE OF THE SAFE OPERATION OF TONGJIEZI HYDROPOWER STATION DAM
铜街子大坝排水孔水中H_2S气体特征研究及大坝安全运行意义
14.
3-D FEM Stress Analysis on Bottom Diversion Outlet and Notch Segment and Research of Construction Techniques of RCC Gravity Dam in the Cold and Drouthy Zone;
寒冷干旱地区高碾压混凝土坝底孔缺口坝段三维有限元应力分析与施工工艺研究
15.
Research and review of the high rise building structure with large base and large opening
大底盘大孔口高层建筑结构研究综述
16.
Observation Data Analysis of Hole Stress in a Dome Dam
欧阳海双曲拱坝大孔口应力观测成果分析
17.
Application of TCA system to the collimating line observation in Xiaolangdi dam
TCA系统在小浪底大坝视准线观测中的应用
18.
Analysis of properties and causes of deformation of the Xiaolangdi Hydro Project dam
小浪底水利枢纽大坝变形特性及成因分析