1.
Analysis of Global Ductility of Staggered Truss Steel Frame in Severe Earthquake;
钢结构交错桁架体系的抗震延性性能分析
2.
Ductility Seismic Design for Reinforced Concrete Frame Structure
浅议钢筋混凝土框架结构抗震延性设计要求
3.
In this paper the energy dissipation mechanism and anti-earthquake ductility design of ferroconcrete frame structure are expounded mainly.
文章主要阐述了钢筋混凝土框架结构的耗能机理和抗震延性设计的方法。
4.
Discussion on Bridge Damage in Wenchuan Earthquake and Seismic Ductility Design
汶川地震桥梁震害与延性抗震设计探讨
5.
Performance of anti-seismic strengthening for the nonductile RC frame
非延性钢筋混凝土框架抗震加固性能
6.
Preliminary Research on Seismic Capacity Reserve for Ductile and Brittle Structures
延性与脆性结构的抗震能力储备初探
7.
The Improvement to Seismic Capacity of the Frame Structure by Means of Ductility Design
延性设计对框架结构抗震能力的改善
8.
Study on Ductile Earthquake-resisting and Metal Damping of Self-anchored Suspension Bridge
自锚式悬索桥延性抗震和金属耗能减震研究
9.
Ductility and Isolation in Aseismic Designs for Bridges──Development Tendency of Chinese Aseismic Code for Bridges from the View of Eurocode 8
桥梁抗震的延性与隔震设计──从欧洲桥梁抗震规范探讨我国公路桥梁抗震规范的发展
10.
Ductility and seismic performance-based design of buckling-restrained braced steel frame
防屈曲支撑钢框架基于延性的抗震性能设计
11.
Preliminary Study on Ductile Seismic Design of Continuous Beam Bridges in High Seismic Intensity Zone
高烈度区连续梁桥延性抗震设计初步研究
12.
Experimental Research on Ductility of SRHSHPC Frame Columns
型钢高强高性能混凝土框架柱抗震性能试验与延性研究
13.
Curvature ductility analysis of high performance concrete shear wall in performance-based seismic design
高性能混凝土剪力墙基于性能的抗震设计截面延性分析
14.
The Curvature Ductility Analysis and Analysis on Seismic Response of the High-Rise Special-Shaped Frame-Shearwall Structure;
高层异形柱框架—剪力墙结构构件截面延性及抗震性能分析
15.
Seismic Behavior Experimental Research and Ductility Analysis on Steel-reinforced Multi-ribbed Composite Wall
型钢混凝土边框柱密肋复合墙体抗震性能试验研究与延性分析
16.
It is evident that ductility is a desirable property of structural materials required to resist blast.
显然，为要抵抗爆震，结构材料的延性是一个重要的条件。
17.
Priestley, M. J. N., Seible, F., and Calvi, G. M., “Seismic Design and Retrofit of Bridges”, Jonh Wiley &Sons, New York, 1996.
范立础、卓卫东，“桥梁延性抗震设计”，人民交通出版社，北京，2001。
18.
Rectangular concrete-filled tubular (CFT) composite structures have obvious merits，suchas high strength, good ductility, better seismic behavior, and convenient construction.
矩形钢管混凝土组合结构具有强度高、延性好、抗震性能优越、施工方便等特点。