STABILITY OF STEEL STRUCTURES THEORY AND APPLICATION 钢结构稳定一理论与应用 JiChen（陈骥） CHENA ELECTRIC POWER PRESS
STABILITYOFSTEELSTRUCTURES THEORYANDAPPLICATION 钢结构稳定一理论与应用 JiChen（陈骥） CHINA ELECTRIC POWER PRESS
内容提要 全书共十五章，主要内容包括以下儿个方面： （1）失稳分类：分盆失稳的类型，极值点失稳和跃越失稳.
（2）轴心受压柱、梁柱、刚接和半别接刚架的平面可曲屈曲性能和实用设计方法.
（3）柱、梁和梁柱的平面外弯扭屈曲性能和实用设计方法.
（4）薄板的凸曲和屈曲后性能，冷弯薄型板件的局部曲、畸变屈曲.
整体 由和它们之间的相关届曲，有效宽度和直接强度两种设计方法.
（5）弹性和弹塑性钢结构的能量法和数值法及其试验验证.
（6）圆柱壳属曲性能和设计方法 （7）均匀与非均匀温度构件的屈曲承载力.
全书内容注重钢结构材料和整体结构的儿何非线性特点.
使之符合实际的结构 设计.
同时，书中还附有依照国内外结构设计规范设计的许多销结构构件、刚架 和壳体的有关理论分析、试验研究和设计方法的实例.
本书可作为普通高等院校工程结构、工程力学专业研究生的教材，也可作为结 构工程师和研究人员的参考用书.
图书在版编目（CIP）数据 钢结构稳定-理论与应用=STABILITYOFSTEEL STRUCTURESTHEORYANDAPPLICATION：英文/陈骥 编著.一北京：，2017.2 ISBN 978-7-5123-9641-8 1.①钢II.①陈.IⅢI.①钢结构一结构稳定性一 研究-英文IV.①TU391.01 中国版本图书馆CIP数据核字（2016）第187578号 出版、发行 （北京市东城[区.北京站西街19号10005hnp:/.cepp-sgcc..cn） 三河市万龙印装有限公司印刷 各地新华书店经售 2017年2月第一版2017年2月北京第一次印刷 787毫米×1092毫米16开本77.25印张1910千字 定价190.00元 敬告读者 本书封底贴有防伪标签，刮开涂层可查询真伪 本书如有印装质量问题，我社发行部负责退换
STABILITYOFSTEELSTRUCTURESTHEORYANDAPPLICATION 钢结构稳定一理论与应用 Preface The theory of structural stability is strictly speaking a branch of structural mechanics. But from the process of the development it can be observed that this learning is closely linked with the progress of structural engineering. S. Timoshenko in his classic monograph Theory of Elastic Srabiliry published in 1936 wrote: *"The modern use of stcel and high-strength alloys in engincering structures espccially in bridges ships and aircraft has made elastic instability a problem of grcat importance". This statement made more than 60 years ago is still holding true nowadays whereas buildings and offshore platforms are added to the rank of above structures and plasticity is more involved in stability issues. Constructional steel by itself is an elasto- plastic material welding the contemporary art of connection gives rise to residual stresses which accentuate the inelastic behavior of steel members. This book Stability of Steel Structures • Theory and Application by Professor CHEN Ji not only reflccts the up-to-date achievement of this discipline but also proves to be a good infegration of stability theory with structure design. The topics have been expanded from traditional analysis of elastic members and plate elements to that of inelastic ones from perfect structural ponents to imperfect ones and from buckling load to post-buckling capacity as well. In the first chapter the concept of stable and unstable bifurcation is introduced and post-buckling bchavior of both perfect and imperfect members are revealed through analysis of a series of rigid-elastic models thus building a wide field of vision to the readers. On the other hand inelastic properties of steel including in the strain-hardening range and the distribution of residual stresses (of both rolled and welded sections) are discussed thoroughly in this chapter laying a solid foundation for seeking the actual behavior of members in practical engineering structures. In the succeeding chapters inelastic problems are solved by considering the effect of the specific residual stresses. This approach is certainly more realistic and rational than simply using tangent modulus in lieu of Young’s modulus. Frames subject solely to loading on top of columns have been typical model for buckling analysis although real structures always have gravity load on the girder. Due consideration of primary moment caused by girder loading in frame buckling analysis is discussed in this book which is another example of close link between theory and practice. Besides prehensive treatment of the basic knowlcdge of the structural stability thcory the authors pay adcquate attention to the application of the theory. As design work always needs recourse to design specification
provisions of design code of several countries are introduces to suit the tendency of world-wide economic unification. Stability assurance to structural members and systems is a predominant task of steel designers. But at the present time the learning of stability theory is not yet widespread among designers. This gap should be filled the soon the better. The publication of this book provides a useful tool toward this end. CHENShaofan
