The results show that the proposed method is very efficient at controlling performance. Seismic design of structures is commonly based on strength or force considerations. Seismic design of reinforced concrete structures request pdf. Earthquake capacity of buildings inelastic behaviour.
This chapter covers various aspects of seismic design of reinforced concrete structures with an emphasis on design for regions of high seismicity. Topic 06 inelastic behavior of materials and structures. Specific provisions for design of seismic resistant reinforced concrete members and systems are. Seismic design of reinforced concrete structures 501 is the level of both transient and permanent drift in the structure. This paper presents the performancebased seismic design pbsd of reinforced concrete dual system building. The fully operational level represents the least level of damage to the building. The building is a 56story residential building with 3 basements. For a structure to remain elastic under its design seismic action, typically. Response modification factors evaluation of rmfs for buildings and bridges which. Based on a reliability level 2 method, a procedure is proposed to design reinforced concrete structures for elevated tanks subjected to seismic action, with a specified probability of failure in a.
Seismic design of reinforced concrete structures for controlled inelastic response design concepts details this detailed guide will enable the reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by the codes. With good detailing, structures can be designed for force levels significantly lower than would be required for elastic response. Drift is defined as the ratio of interstory deflection to the story height. Seismic design of reinforced concrete structures for controlled inelastic response pdf ceb bulletins no. Request pdf seismic design of reinforced concrete structures this. Seismic design of reinforced concrete structures for controlled inelastic response recent advances in design concepts and codes 1997. Seismic design of reinforced concrete structures for. Inelastic behaviour of reinforced concrete structures under repeated. Seismic design is based on inherent ductile response, which is manifested by capacity design principles in reinforced concrete buildings. An important limitation of seismic design codes, e. Ductility in reinforced concrete materials and members are. Instructional material complementing fema 451, design examples inelastic behaviors 6 28. Because the requirement for greater ductility in earthquakeresistant buildings represents the principal departure from the conventional design for gravity and wind loading. Seismic risk assessment of gravity load designed reinforced concrete frames subjected to midamerica ground motions ozan cem celik, a.
Seismic design of reinforced concrete structures for controlled inelastic response comite eurointernational du beton this detailed guide will enable the reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by. Seismic design of reinforced concrete structures extras springer. Therefore, seismic design codes allow the development of significant inelastic response under the design seismic action, provided that the magnitude of inelastic. The art of seismicresistant design is in the details. An efficient performancebased seismic design of reinforced.
819 312 1091 2 22 443 1163 965 1027 1390 45 553 776 190 1344 451 953 196 1520 1040 758 689 753 874 831 898 310 787 182 430 301