Use the computer program to calculate the pre - stressed reinforced concrete hollow slab within 6 . 0 ~ 7 . 5m , i propose the appropriate design advice , which provides pa - rameter to the standard chart and technical support to the production of the pre - stressed reinforced concrete hollow slab 利用编制的计算程序对6 . 0 7 . 5米跨的预应力空心板进行计算，提出了相应板的设计建议，为以后标准图的制定提供相应的参数，为预应力空心板的产品换代提供技术支持。
Several suggestions for amending the defects of pk - pm software were also put forward . moreover , the formula and measured target were proposed through analyzing the change of reinforced concrete eccentric beam - column connections strength . for the design of shear wall beam question , suggestions were proposed ; the suggestions was also verified and explained by a practical construction design 主要内容包括：叙述了结构概念设计在框?剪结构中的具体应用，并给出了算例和相应的公式；对工程设计软件pk - pm存在的缺陷，提出了改进及建议；对框架梁柱偏心节点强度的变化进行了分析，给出了计算公式及量化指标；对困扰设计人员的剪力墙连梁设计问题给出了设计建议。
According to the result of the field observation , the design by load equivalent simplification and plotting out representative local models following spatial strut - and - tie theory are obviously practical , recommendations for design on the basis of the result are put forward , including skipping rafts processing straight transmittal function so as to induce thickness of the plank and use of reinforced steel 实测结果表明，桩筏基础按空间桁架理论通过荷载等效简化并划分成有代表性局部模型的设计方法是可行的，据此，提出了扣除直接传递的荷载设计筏板以减少板厚和配筋等相应的设计建议。
According to model pseudo dynamic test of the longitudinal frame - shear wall structure of main factory building in a large thermal power plant , the paper investigates loading behavior , failure proceeding , strength , rigidity , deformation , ductility and behavior of dissipating seismic energy , and puts forward suggestions of improving structural anti - seismic behavior 本文通过对大型火电厂主厂房纵向框?剪体系进行拟动力模型试验，研究了此类框?剪结构的受力特点、破坏过程及承载力、刚度、变形、延性和耗能性能，并提出了改进结构抗震耗能性能的设计建议。
The numerical simulation of the push - out test specimens were conducted with the ansys program , the simulation results were in good agreement with the experimental results , based on which a series of src beam specimens experimented before were also numerically simulated with the ansys program and compared with the experimental results , from these a set of methods to simulate the src structures with the ansys program , which including the establishment of the fem model , solution of the fem model , solution results analysis and so on was finally established )程序对推出试验进行了数值模拟，并与试验结果进行了对比分析，然后对型钢混凝土梁进行了ansys ~ ( ? )程序有限元分析，最终形成了一套型钢混凝土构件ansys ~ ( ? )程序有限元分析的建模、计算和分析方法，并根据本文的粘结滑移基本性能研究提出了型钢混凝土粘结锚固可靠度分析方法和锚固设计建议。
At right such as the downtown city country combination , orange continent , changsha county from set up the residence and laodao river the farmer setting the area inside the setting door to modification profession technical personnel recommend project the in side , and reflect the live culture of the original ecosystem of and spread the - material of , immaterial - analysis middle finger out : the space is a life experience backlog with , accumulate the with orientation but , not arbitrarily transplant the so - called " advanced culture " , and afresh establish the living order , then artificial propulsion of , should suffer the respect of on these grounds intent the set up the " authenticity " the theories counteract its leading the farmer setting the area , conduct and actions farmer setting community this a special carry the suggestion in the adaptability living quarter of and the single design of the environment and congirl 在对诸如市区城乡结合部桔子洲、长沙县自建宅及捞刀河镇农民安置区中安置户对专业技术人员推荐方案的修改中反映出的原生态活态文化传承? ?物质的、非物质的? ?的分析中指出：空间是生活经验经累积与适应积淀而成，不是任意移植所谓的“先进文化” 、重新建立生活秩序即可人为推进的，是应该受到尊重的。据此意图构建“原生态”理论并用其指导农民安置区作为农民安置群体这一特殊群体载体的适应性住区与环境及相应的单体设计建议。
To meet the demands for large space and flexible compartmentation of buildings , laminated vierendeel trusses are adopted in high - position transfer story structures . first the bearing characteristics are analyzed , in which reasonable stiffness ratio of the upper chord , middle chord , and lower chord is derived . then combined with an actual engineering model ( 1 8 similar ratio ) , the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted , in which one model adopts reinforced concrete , and the other adopts prestressed concrete and shape steel concrete . seismic behaviors are analyzed , including inter - story displacement , base shear - displacement skeleton curves , and equivalent viscosity - damping curves . a program is programmed to carry out the elasto - plastic dynamic analysis , and displacement time - history curves of the two models are derived . the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors . it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures . finally , some design suggestions are put forward , which can be referenced by similar engineering 为满足建筑物大空间和灵活隔断要求,在高位转换层结构中采用迭层空腹桁架结构.首先分析了其受力性能,得出了空腹桁架各构件合理的截面刚度以及布局形式.然后结合一实际工程,进行了两榀迭层空腹桁架转换结构模型( 1 : 8相似比)的竖向荷载下静力试验以及拟动力试验.其中一榀为普通混凝土迭层空腹桁架,另一榀配置了预应力和钢骨混凝土,对比分析了两模型的层间位移比、骨架曲线以及等效粘质阻力系数等抗震性能的比较,并进行了弹塑性动力分析.试验和分析结果表明,配置预应力和型钢混凝土的迭层空腹桁架转换结构具有良好的抗震性能,可以成功地解决迭层空腹桁架作为转换层结构所产生的弊端问题,最后对这类转换层结构提出了相应的设计建议
The standards and specification related can only provide classical design method , most of the assumption do not reflect the actual stress state . the standards don ’ t considerate the effect when end - plate with rib stiffeners , so it is worthy to research the end - plate in beam - column and some advice on design practice is given as well 我国现行规程关于端板连接承载力的设计计算方法中还没有考虑端板加劲肋对节点承载力的影响,所以,迫切需要对端板连接进行更深入的研究,提出更加合理的设计建议。
Secondly , by low - cycle and reverse horizontal loading test , their properties including strength property , deformation property and energy property are studied . we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation . at last we analyze the destroy principle and affection reasons of hollow shear wall of r . c with vertical seams in different height and loading measures , we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r . c 首先运用ansys有限元程序分析弹性阶段水平外荷载施加后，带竖缝钢筋砼空心剪力墙板内应力分布及变形情况，再在试验数据的基础上，研究低周反复水平加载条件下，各试件的强度、变形、能量特性；各试件的荷载特征值；各试件的滞回曲线、骨架曲线；延性及刚度退化等参数；最后，分析了不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板的破坏机理和承载力影响因素，并给出不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板承载力计算公式及设计建议。
So the topic for farther discussion will be developed on the ground of soil - foundation - structure interactions , and em phasizes particularly on the investigation for dynamic effects on interaction of pile - supported structures subjected to lateral seismic load at layered - soil media . it will provide engineering application with practical and concise computational method , but also provides the aseismatic design for pile - supported structures with proper theory foundations and schemes to some extent on condition that definite codes are absent at present . the full article is divided into six chapters , as follows : 1 本论文工作将围绕地基-基础-上部结构共同作用这一课题作进一步探讨，侧重于水平地震作用下层状地基土中的桩基-建筑物的动力相互作用的研究，为实践应用提供了适合于工程目的的、比较简捷的实用计算方法，亦拟为没有明确规范指导的桩(土)基础-结构抗震设计提供一定的理论依据和设计建议。
