Integrating with current civil building design code , after the research and design of light steel construction system having the economic and widely useful characteristics in this paper , the processes of selecting materials of construction and designing of connecting nodes have been done 本文结合我国现行的国家建筑结构设计规范，首先研究设计经济合理的，具有广泛价值的轻钢结构体系，进行结构选材及设计，连接节点设计。
Instruction about first order analysis method of frames is given by most of the current textbooks on mechanics of structure , and this method is generally used by civil engineers in calculating the internal forces of the frames , however , as the first order analysis does not consider of the additional internal forces caused by the global lateral displacement of the frame , the solution given by this way is obviously not very accurate and safe 目前的结构力学教材一般只讲授框架的一阶内力分析方法，建筑结构设计人员也普遍采用一阶的分析方法对框架进行内力分析。而框架的一阶内力分析未考虑因整个框架侧移引起的内力附加值，这个结果显然是不够精确且偏于不安全的。
Then the coupling beams with new reinforcement layout were made an inquiry into , and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last , based on the observations of the experimental phenomena and the analysis of the measurement result , and by the comparison of seismic behavior by making use of hysteretic response , ductility and energy dissipation behavior , a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms , and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams , so it is suitable to te tised in short coupling beams 本文通过对三根小跨高比(均为l h = 1 . 0 )剪力墙洞口连系梁在低周反复荷载作用下的试验，了解了严格按《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)设计的连梁具有的抗震性能，研究了采取增大连梁配箍量同时加强纵向构造筋的方案对抗震性能的影响，并进一步对新的配筋形式的连梁进行了探讨，了解了在连梁梁端配置多排交叉斜筋方案对连梁抗震性能的改善。通过对试验现象的观察和量测结果的分析，利用荷载?位移滞回曲线、延性和耗能性能等指标对各个试件的抗震性能进行了比较，最后得出结论： 《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)不能保证小跨高比连梁具有较好的抗震延性：通过增大连梁配箍量同时加强纵向构造筋的方案对改善连梁的抗震延性的效果不太明显；梁端配置多排交叉斜筋的连梁具有相对较好的受力性能，其延性和耗能性能等各项性能指标均优于普通配筋连梁，宜在深连梁中采用。
Designed a program which can use the mean pressure coefficient of jin ’ ao mansion to calculate mean wind load of the whole buildings and local floor . the integral result can apply into the practical design of construction , also can compare with the results of wind tunnel balance test to validate the veracity of this test 通过自编的程序对金奥大厦表面时均风压系数进行积分计算获得其整体和局部楼层的平均风荷载,积分计算的结果一方面可以方便地运用于实际的建筑结构设计中,另一方面可以与风洞天平测力结果进行比较验证动态测压试验的正确性。
Chapter ii analyzes the relationship between the internal force and distortion , expatiates the character of high - rise buildings " designing and emphasizes that the constructional continuance is an important designing guideline . chapter iii analyzes the shape of building designings , the ratio of height to width , how to lay lateral force resistant construct member , foundation designing ( see also " specification of construction and designing of high rise buildings " ) and discusses the designing principles in high rise building . chapter iv discusses how to choose the best project via the engineering structure of part d , jindu xiangshe , chap 本文共分五章，第一章介绍高层建筑的发展概况；第二章从结构内力和与变形的关系阐述高层建筑结构设计特点，并强调结构延性是重要的设计指标；第三章从房屋建筑平立面形状，房屋高宽比、抗侧力结构构件的平面及竖向布置，基础设计等几方面并结合《高层建筑结构设计与施工规程》论述高层建筑结构设计原则；第四章结合金都香榭d区高层住宅楼工程根据第二章及第三章的设计原则按芯筒-框架体系及多筒-框架体系两种不同的结构设计方案采用空间结构有限元分析程序进行结构内力及变形分析计算，通过比较计算结果选择最优结构方案；第五章小结，进一步阐明进行高层建筑结构方案优选的重要性。
After studying a lot of research papers on special - shaped column and short - leg shear wall structure , i select a typical short - leg shear wall residence structure in hefei . rectangle frame , special - shaped column and short - leg shear wall structure are designed respectively by use of pkpm software according to the present design code 因此通过调查研究，选择合肥某住宅小区典型的短肢剪力墙住宅结构为研究对象，根据现行的建筑结构设计规范，利用pkpm系列软件，分别设计成普通矩形柱框架、异形柱框架和短肢剪力墙结构。
There are many factors that made modern high building ’ s graphic layout become increasingly complex and irregular . those factors including the raising of china economic level , people ’ s aesthetic capacity to building already become more strict than before and the extremely fierce market competition in construction business . therefore , in high - rise building ’ s design , how to reduce even avoid all kinds of high - rise building ’ s potential damage caused by irregular horizontal layout 高层建筑结构设计中,平面布置规则性是必须仔细考虑的因素,由于不规则平面布置结构其平面质量中心即外荷载合力作用点同刚度中心不重合,导致同层构件同一方向上产生不同位移,使结构绕刚心发生扭转,严重时导致结构整体破坏,所以在实际结构设计中,必须对结构平面布置不规则问题提起足够重视。
