Calculation of Reinforced Concrete Buildings with SAP2000
This publication is part of the collection on Performance‐based Earthquake Engineering ‐ PBEE, held for the course of the same name, course by the Virtual Center Community for Civil Engineering.
The collection consists of five books in the calculation and design of reinforced concrete building is covered, from linear to non‐linear calculation calculation to obtain the maximum displacement of a building and the point of performance; the methodology proposed in the ASCE / SEI 41‐06 “Seismic Rehabilitation of Existing Buildings” standard reports such as FEMA 440 “Improvement of Nonlinear Static Seismic Analysis Procedures”, FEMA P440A “Effects of Strength and Stiffness Degradation on Seismic Response” continues FEMA P695 “Quantification of Building Seismic Performance Factors”, PEER / ATC 72‐1 “Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings”, to cite some references. For the procedure for obtaining design loads, including the self‐weight loads, overloads and lateral earthquake loads, the standard ASCE / SEI 7‐10 “Minimum Design Loads for Buildings and Other Structures” was used, as well as analysis procedures. The design of the structural elements was performed according to ACI 318‐08, Code Requirements for Structural Concrete and Commentary
Format: PDF
Size: 23Mb
Pages: 63
Language: English
DownloadThe collection consists of five books in the calculation and design of reinforced concrete building is covered, from linear to non‐linear calculation calculation to obtain the maximum displacement of a building and the point of performance; the methodology proposed in the ASCE / SEI 41‐06 “Seismic Rehabilitation of Existing Buildings” standard reports such as FEMA 440 “Improvement of Nonlinear Static Seismic Analysis Procedures”, FEMA P440A “Effects of Strength and Stiffness Degradation on Seismic Response” continues FEMA P695 “Quantification of Building Seismic Performance Factors”, PEER / ATC 72‐1 “Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings”, to cite some references. For the procedure for obtaining design loads, including the self‐weight loads, overloads and lateral earthquake loads, the standard ASCE / SEI 7‐10 “Minimum Design Loads for Buildings and Other Structures” was used, as well as analysis procedures. The design of the structural elements was performed according to ACI 318‐08, Code Requirements for Structural Concrete and Commentary
Format: PDF
Size: 23Mb
Pages: 63
Language: English
http://s18.alxa.net/s18/srvs2/02/002...th.SAP2000.rar