钢结构设计

• The correspondingrelations between the errors of lateral displacement and stability coefficient aresummarized . some discussions are performed to obtain the rational extent of stability
  同时本文分析结果也表明我国钢结构设计规范（ gb50017 - 2003 ）及nehrp1997中关于稳定系数区间的规定比较合适，而fema356中稳定系数区间的上限稍微偏大。
• In order to resist the structure ' s lateral load and reduce the lateral displacement efficiently in the tier or tall building structure , it is generally designed the joint as rigid joint earlier
  早期的多高层建筑钢结构设计，为了能有效地抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移，一般把梁柱连接设计成刚性连接。
• In the design of tall building structure , the engineers generally design the joint as so - called " rigid joint " to resist the structure ' s lateral load and reduce the lateral displacement efficiently
  高层建筑钢结构设计中，工程师们一般都将节点做成所谓的“刚节点” ，以抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移。
• High strength bolted connections and dog - bone connection are those of connections that were researched in some countries . there are not correlative clauses about these in steel structures design specification ( gbj17 - 88 )
  高强螺栓连接和狗骨式连接是目前国内外研究得较多的连接类型，我国的钢结构设计规范中还没有具体涉及到此方面的内容。
• Inchinese code for design of steel structures , a second - order simplified method toconsider p - effects using the amplified parameter is put forward . in itscommentary , some examples are analyzed
  我国现行钢结构设计规范( gb50017 - 2003 )中提出了通过放大系数的二阶简化分析考虑p -效应的方法，并对该方法进行了算例误差分析，得出了其适用的范围。
• In order to resist the structure ' s lateral load and reduce the lateral displacement efficiently in the design of tall building structure , the engineers generally design the joint as so - called " rigid joint "
  高层建筑钢结构设计中，为了能有效地抵抗结构的侧向荷载和降低结构在侧向荷载作用下所产生的水平位移，工程师们一般都将节点做成所谓的“刚节点” 。
• Many achievements have made in the research and application of structural steel since almost one hundred years ago , and structural steel has been widely used in the residential building abroad for many years
  但关于考虑填充墙在钢框架结构建筑中作为抗侧力构件的问题，国内外的研究都十分有限，还有许多问题有待于解决，我国的钢结构设计规范中也没有具体涉及到这方面的内容。
• Current design codes of the steel structure ( gb50017 - 2003 ) gave the global stability coefficients of beams under loading of the concentrated load / the uniformly distributed load / the end moments , simultaneously offered its modification factors of the linearly distributed moment
  现行国家钢结构设计规范( gb50017 - 2003 )给出了集中荷载，均布荷载，以及端弯矩作用下梁的整体稳定系数。
• Company designs soft - ware with international advanced production , detection equipment and steel structure , pro - cess each kind cai the supplementary materials such as board and purlin , product is applied e - xtensively in industrial workshop , storehouse and residence
  公司采用国际先进的生产检测设备和钢结构设计软件，加工各类彩板夹芯板檩条等辅助材料，产品广泛应用于工业厂房仓库住宅。
• In order to take the influence of the internal force from translation into consideration , the design of in - plane buckling of unbraced frames adopted a new second - order elastic method to calculate the structural internal force , e . g . the imaginary horizontal loads method
  为考虑变形对内力的影响，对无支撑框架的平面内稳定计算提出采用假想水平荷载法进行二阶弹性内力分析，以与国际上钢结构设计相接轨。