ID 原文 译文
2265 10.3 Monitoring 10.3 监测
2266 10.3 Performance design method 10.3 性能化设计
2267 10.3 Quality Control 10.3 质量控制
2268 10.3 Quality Inspection 10.3 质量检查
2269 10.3 Test Assembling of Computer Assistance Simulation 10.3 计算机辅助模拟预拼装
2270 10.3.1 Both the test assembling of steel structures and the test assembling of computer assistance simulation may be adopted for the member; the overall dimension of the simulation member or unit shall be the same as the geometric dimension of the physical object. 10.3.1 构件除可采用实体预拼装外，还可采用计算机辅助模拟预拼装方法，模拟构件或单元的外形尺寸应与实物几何尺寸相同。
2271 10.3.1 For the seismic strengthening to masonry structures by wire rope mesh-polymer mortar layer, double-side strengthening should be adopted so as to strengthen the integrity of masonry structures. 10.3.1 钢丝绳网-聚合物砂浆面层对砌体结构进行抗震加固，宜采用双面加固形式增强砌体结构的整体性。
2272 10.3.1 Ground treatment engineering like large-area filling and land reclamation shall be subjected to long-term monitoring for the ground settlement until the settlement reaches the criterion of stabilization; during the construction process, displacement inside soil, pore water pressure, etc. shall be monitored. 10.3.1 大面积填方、填海等地基处理工程，应对地面沉降进行长期监测，直到沉降达到稳定标准；施工过程中还应对土体位移、孔隙水压力等进行监测。
2273 10.3.1 In the case of construction in hot weather, the coarse and fine aggregates stored openly shall adopt sun shading and sun screening measures. 10.3 高温施工
2274 10.3.1 Test method for the mechanical property of the masonry shall be in accordance with the relevant requirements of the current national standard GBJ 129 Standard for Test Method of Basic Mechanics Properties of Masonry. 10.3.1 砌体的力学性能试验方法应按现行国家标准《砌体基本力学性能试验方法标准》GBJ 129的有关规定执行。