Building Seismic Monitoring and Detection Technology Proceedings of the 2nd International Conference on Structural Seismic Resistance, Monitoring and Detection (SSRMD 2023), Xiamen, China, 6-8 January 2023
Cover -- Table of Contents -- Preface -- Committee Member -- Civil engineering material and its characteristic analysis -- Deformation characteristics of bolted spherical joint domain specimen in the ultra low cycle fatigue test -- 1 Introduction -- 2 Experimental Design -- 2.1 Model design -- 2.2 Loading device and loading system -- 2.3 Arrangement of testing points -- 3 Experimental Phenomena -- 3.1 Failure process of specimen -- 3.2 Section analysis of high-strength bolt -- 3.3 High-strength bolt necking rate -- 3.4 Sleeve deformation analysis -- 3.5 Angle change rule -- 4 Conclusion
1 Introduction -- 2 Frequency Equation of the Cable-Tuned Mass Damper System -- 3 Approximate Solution of the System Frequency Equation -- 4 Dynamic Characterization -- 4.1 Effect of damper mounting position on the modal damping ratio of the system -- 4.2 Effect of damper stiffness on the modal damping ratio of the system -- 4.3 Effect of damper mass on the modal damping ratio of the system -- 4.4 Effect of damper damping on the modal damping ratio of the system -- 5 Conclusion -- References -- Lining cracking characteristics of double-arch tunnel -- 1 Introduction
2 Investigation of Lining Cracks in the Double-Arch Tunnel of Dabuzi -- 2.1 Check the lining cracks of the double-arch tunnel in Dabuzi -- 2.2 Statistics of lining cracking of the advance tunnel of double-arch tunnel -- 2.3 Statistical analysis of the types and positions of cracks in cave lining -- 2.3.1 Statistical analysis of fracture types of tunnel lining -- 2.3.2 Statistical analysis of crack location of tunnel lining -- 2.4 Statistical analysis of the length and width of the cracks in the tunnel lining -- 2.4.1 Statistical analysis of crack length of tunnel lining
2.4.2 Statistical analysis of crack width of tunnel lining -- 3 Cause Analysis of Lining Cracking in Double-Arch Tunnel -- 3.1 Survey and design reasons -- 3.2 Reason for construction -- 3.3 Cause of topography -- 3.4 Cause of geology -- 4 Conclusions -- References -- Comparison of floor response spectrums at different locations in a nuclear power plant -- 1 Introduction -- 2 Finite Element Analysis of the Plant Structure -- 2.1 Geometric model -- 2.2 Gravity load -- 2.3 Soil conditions of the foundation and boundaries -- 2.4 Acceleration time-history curve of the seismic wave
Notes
Description based upon print version of record
Bibliography
References -- Tensile test of ceiling joints of mineral wool panels with open frame -- 1 Introduction -- 2 Test Setup -- 2.1 Main-cross runner joint test -- 2.2 Main-hanger joint test -- 3 Test Process -- 3.1 Test process of the main-cross runner joint -- 3.2 Test process of the main runner-hanger joint -- 4 Test Results -- 4 Test Results -- 4.1 Test results of the main-cross runner joint -- 4.2 Test results of the main-hanger runner joint -- 5 Numerical Simulation of Suspended Ceiling Substructure -- 6 Conclusion -- References -- Dynamic characteristic analysis of cable-tuned mass damper system
