| 1. | Evaluation of flexural strength of reinforced concrete members subjected to corrosion
锈蚀钢筋混凝土受弯构件承载力评估 |
| 2. | Estimation method for normal section load - bearing capacity of concrete members subjected to fire
火灾下混凝土构件正截面承载力估算方法 |
| 3. | A design method of symmetrical reinforcement members subjected to small eccentric compression by secant method
矩形截面对称配筋偏压柱由轴压承载力控制配筋时的鉴别条件 |
| 4. | To determine from time to time the maximum number of shares that may be held by any member subject to the provision of article iv section 17 of these bylaws
按照本章程第四章第十七条规定，随时决定社员最多可持有之股份数目 |
| 5. | Ten out of the 11 opec members subject to quotas produced about 28m barrels a day last month or 1m b / d above the official ceiling
在欧佩克必须遵守配额的11个成员国中，有10个国家上月日产2800万桶左右，比官方上限高出100万桶。 |
| 6. | The club shall have the right to provide facilities and services to different kinds of members subject to different terms and conditions at its absolute discretion
本会有绝对酌情权于不同条件下，提供设施与服务予不同类别之会员。 |
| 7. | As a result of water evaporation and moisture transfer , the heat transfer within reinforced concrete members subject to fire ( under high temperature ) will be affected , so as to induce the variation of local temperature distribution
摘要火灾（高温）条件下，钢筋混凝土构件中水分的英发迁移会改变构件内部的传热过程，导致温升及局部温度分布发生变化。 |
| 8. | Based on ago study results , this paper has carried out the research on behaviour and simplified calculation methods of cfst members subjected to complicated loading conditions , the main achievements can be summarized as follows : ( 1 ) experimental tests on thirty - eight high performance concrete filled steel tubular ( hpcfst ) beam - columns were carried out . the behaviour of high performance concrete filled steel tubular beam - columns was studied , and the simplified calculation method for bearing capacity of hpcfst beam - columns was discussed
本文在以往有关研究成果的基础上,对钢管混凝土构件在复杂受力状态下的工作机理和承载力实用计算方法进行了研究,具体进行了以下几个方面的工作: ( 1 )进行了38个钢管高性能混凝土压弯构件力学性能的实验研究,考察了这类构件的力学性能,并对其承载力的计算方法进行了探讨。 |
| 9. | In this paper , nonlinear behavior of reinforcement concrete combined torsion members subjected to axial compression , bending moment , shear and torsion is analyzed and researched with nonlinear finite element method . concrete has been modeled using eight - node hexahedral isoperimetric element and reinforcement element are divided into two cases . longitudinal reinforcement has been modeled with discrete element and stirrup has been modeled with smeared element
在建立钢筋混凝土的有限元模型时，混凝土采用的单元为八节点六面体等参单元，钢筋单元分为两种情况，纵向钢筋采用分离式钢筋单元，箍筋采用埋藏式钢筋单元，即箍筋作为附着在混凝土等参数单元内或单元上的“膜单元” 。 |
