Author: Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 266
Book Description
Report
Author: Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 266
Book Description
Documentation and Analysis of Field Case Histories of Seismic Compression During the 1994 Northridge, California Earthquake
Author: Seismic Performance of Circular Reinforced Concrete Bridge Columns Under Bidirectional Earthquake Loading
Author: Mahmoud Mohamad HachemPublisher:
ISBN:
Category :
Languages : en
Pages : 484
Book Description
Proceedings of the Fourth PRC-US Workshop on Seismic Analysis and Design of Special Bridges
Author: Experimental and Computational Evaluation of Reinforced Concrete Bridge Beam-column Connections for Seismic Performance
Author: Clay Joshua NaitoPublisher:
ISBN:
Category : Bridges, Concrete
Languages : en
Pages : 262
Book Description
Performance Evaluation Database for Concrete Bridge Components and Systems Under Simulated Seismic Loads
Author: Yael D. HosePublisher:
ISBN:
Category : Bridges, Concrete
Languages : en
Pages : 134
Book Description
Seismic Response Analysis of Highway Overcrossings Including Soil-structure Interaction
Author: Nicos MakrisPublisher:
ISBN:
Category : Bridges
Languages : en
Pages : 158
Book Description
A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings
Author: Anil K. ChopraPublisher:
ISBN:
Category : Buildings
Languages : en
Pages : 108
Book Description
U.S.-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures
Author: Toshimi KabeyasawaPublisher:
ISBN:
Category : Buildings, Reinforced concrete
Languages : en
Pages : 396
Book Description
Performance of Circular Reinforced Concrete Bridge Columns Under Bidirectional Earthquake Loading
Author: Mahmoud M. HachemPublisher:
ISBN:
Category : Bridges, Concrete
Languages : en
Pages : 496
Book Description
Describes the dynamic testing of 4 circular reinforced concrete bridge columns. The specimens were divided into 2 pairs, with each pair subjected to a different ground motion. Within each pair, one specimen was subjected to one component of the ground motion, while the other was subjected to 2 components. Two analytical studies were carried out for a wide array of column heights, diameters, and axial load intensities. The columns were subjected to large suites of ground motions scaled to match on average the design response spectrum.