其中有一种桥塔设计方案是塔身采用外包钢板混凝土结构。
One of the design plans is the bridge tower is steel-encased concrete structure.
结合工程实例，详细介绍了湿式外包钢加固法的设计与施工要点。
Combined with engineering practice, the design and installation of wet-enclosing steel method is presented in this paper.
综合以上结论，笔者建议采取局部外包钢筋混凝土面层加固方案。
From above conclusion, the author suggests that it is prior to adopt the fixing measure with local outer-wrap reinforced concrete cover.
部分外包钢混凝土柱具有节省钢材、施工方便的优点，适用范围广。
Partly packing flat steel reinforced concrete column, with its advantages of saving steel and convenience in construction, is being widely used.
提出了一种新型外包钢混凝土组合结构形式，即外包H型钢混凝土组合柱。
A new style of encased steel concrete composite structure was presented, which is called encased H-shaped steel concrete composite columns.
规范中提到的湿式外包钢加固灌浆方法中，只有环氧树脂化学灌浆方法一种。
Epoxy resin chemical injection is the unique one among wet encased steel strengthening grout methods mentioned in the specifications.
外包钢筋混凝土加固受压柱是一个两阶段受力问题，包括加固前和加固后两部分。
The two-stage load of the reinforced concrete column with reinforced concrete cover involves two parts, one before strengthened and another after strengthened.
试验结果表明：外包钢与碳纤维布复合加固能显著提高混凝土中长柱的承载力和延性；
The result of experiment shows that wrapping CFRP and angle steel can significantly improve the resisting load-compression capacity and ductility of member.
外包钢加固是提高钢筋混凝土结构安全度、减少事故隐患，延长结构使用寿命的有效方法。
Strengthening by steel armoured is an effective method for increasing degree of safety and decreasing possibility of accident and elongating service life in the reinforced concrete structure.
湿式外包钢加固技术是一种较为成熟的加固技术，但对其可靠度分析却没有一个完整的方法。
Rehabilitation technique by wet bonded external steel is an immature technique, but there is not any integrated method to analyze the reliability of it.
并做了弹塑性地震反应分析。结果表明，对此类结构采用外包钢筋砼加固方法是合理可行的。
The elastoplastic seismic response is analysed, showing both the rationality and feasibility of strengthening structures of this type with reinforced concrete corers.
试验表明，外包钢-混凝土组合梁负弯矩区钢筋和外包钢梁通过抗剪连接措施能有效地共同工作；
Test results indicate that effective cooperation can be achieved by the shear-resistant connection between the reinforcement in the negative moment area and the outer-plated steel beam.
对于混凝土构件而言，常用的加固方法有：混凝土加大截面法、外包钢加固法、碳纤维布加固法等。
Enlarging concrete section, enveloping iron and strengthening with carbon fiber sheet are the widely-used methods to strengthen concrete beam.
本文采用碳纤维布和外包钢两种加固方法，对6个混合装配无粘结预应力梁进行了低周反复加载试验。
The test of 6 hybrid precast unbonded post-tensioned concrete beams under reversed cyclic loading is carried out.
通过对钢管混凝土中外包钢管板件的屈曲弹性分析，目的在于研究钢管内填混凝土后钢板件的抗屈曲能力。
The major purpose of the paper was to investigate the resistance capability of plates to local buckling in concrete filled steel tube by elastic buckling analysis of steel plates.
外包钢加固法所需钢材型号较简单，取材容易，可以根据节点和构件的型式因地制宜，但是对节点核心区的变形约束作用有限。
Wrapped steel strengthening method is easy to construct and fits many kinds of members. While the effects of limiting displacement of the joint.
为克服型钢混凝土柱-钢梁组合框架结构体系存在的缺点，提出了一种新型外包钢混凝土组合梁-型钢混凝土柱组合框架结构体系。
To overcome the shortcoming of common composite frame structure, the authors put forward a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column.
对外包钢加固轴心受压砖柱的受力特点和横向应变进行了分析，提出了外包钢约束作用下砖砌体侧向约束应力、抗压强度的计算方法。
This paper carries an experimental study on the pressed performance of the brick masonry square columns strengthened with Glass Fiber Reinforced Plastic (GFRP) sheet.
本文根据外包钢节点在单调荷载下的抗剪试验，分析了节点核心区在开裂状态之前及开裂状态到极限状态的抗剪机理，求出了各主要抗剪因素的剪力分配。
In this paper, shearing mechanism in the joint core region is analysed from crack to limit state, on the basis of shear test of wrapped steel joint under the monotonic load.
本文根据外包钢节点在单调荷载下的抗剪试验，分析了节点核心区在开裂状态之前及开裂状态到极限状态的抗剪机理，求出了各主要抗剪因素的剪力分配。
In this paper, shearing mechanism in the joint core region is analysed from crack to limit state, on the basis of shear test of wrapped steel joint under the monotonic load.
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