高层建筑混凝土结构技术规程

新版《高层建筑混凝土结构技术规程》JGJ3-2002针对这种趋势和要求，对短肢剪力墙做出了一些规定。

The technical specification for concrete structures of tall building ( JGJ3-2002 ) makes a number of provisions for this trend and requirement .

依据高层建筑混凝土结构技术规程（JGJ3-2002）和建筑抗震设计规范（GB50011-2001）中有关加强概念设计的部分内容，阐述了抗震概念设计的含义、产生及一般原则。

According to the part of enhancing antiseismic conceptual design of technical specification for concrete structure of tall building ( JGJ3-2002 ) and code for antiseismic design of buildings ( GB50011-2001 ), implication of antiseismic conception was stated .

为安全起见，《高层建筑混凝土结构技术规程》中对这种结构抗震设计进行了非常严格的规定。

Technical specification for concrete structures of tall building makes strict requirements of seismic design of SLW for security .

墙板元是《高层建筑混凝土结构技术规程》推荐的剪力墙三种计算模型之一，未知量少而精度高。

Panel element is one of the three models for shear wall recommended in Technical Specification for Concrete Structures of Tall Building ( JGJ3 & 2002 ) .

由《高层建筑混凝土结构技术规程》的规定可知，此建筑属复杂体型结构，对于这类结构，除应按常规方法计算外，还要采用时程分析法进行多遇地震下的补充计算。

By the civil codes , we know that the building is a complicated structure , and we should calculate it not only by the routine method but also by time-history analysis under earthquake .

近年来在试验研究基础上，《高层建筑混凝土结构技术规程》（JGJ3&2002）允许在高烈度区有条件、采取严格的抗震措施的前提下建造错层结构。

Based on experimental researches , interlocked floor structure is allowed to be used in high earthquake intensity regions on the condition of taking strict seismic design measures by Technical Specification for Concrete Structure of Tall Building ( JGJ3 & 2002 ) .

按我国高层建筑混凝土结构技术规程的要求，在抗震设计时，筒体和一般剪力墙承受的第一振型底部地震倾覆力矩不宜小于结构总底部地震倾覆力矩的50%。

According to the regulation for Technical specification for concrete structure of tall building , the seismic overturn moment that is bore by the core tube and common shear walls should not less than half of general bottom overturn moment of structure under the first mode .

因此，我国《高层建筑混凝土结构技术规程》对短肢剪力墙的规定比普通剪力墙结构要严格，这些规定使得小高层住宅中采用短肢剪力墙结构所应体现的经济性受到影响。

Therefore , our " high-rise building of concrete structures technical spe - cification " requirements on short-pier shear wall structure are more strictly than the average wall , these provisions allow the use of small high-rise residential short - pier shear wall structure should reflect the economic performance .

按照现行《高层建筑混凝土结构技术规程》JGJ3&2003的定义，连体结构属于复杂高层建筑结构，应该采取更严格的抗震措施来进行设计。

So the seismic behavior is not good as that of a single structure . According to " Technical specification for concrete structures of tall building " ( JGJ3-2003 ), the connective structure belongs to complex structures of tall building . They should be designed as a strict seismic configuration .