default author photo

Kai Zhao

Nanjing Tech University

Nanjing 211816

China

SCHOLARLY PAPERS

5

DOWNLOADS

279

TOTAL CITATIONS

2

Scholarly Papers (5)

1.

Longitudinal Seismic Response Characteristics of Large-Scale Subaqueous Shield Tunnels Cross the Yangtze River

Number of pages: 26 Posted: 04 Jan 2024
Huazhong University of Science and Technology, Huazhong University of Science and Technology, Huazhong University of Science and Technology, Nanjing Tech University, Nanjing Tech University and Nanjing Tech University
Downloads 75 (844,901)

Abstract:

Loading...

Generalized response displacement method, Acoustic element, Longitudinal Seismic Response Analysis, Site response, Nonlinear behavior

2.

Liquefaction-Induced Lateral Spreading Characteristics of the Fluvial Terraces at the Lower Reaches Of Yangtze River

Number of pages: 27 Posted: 20 Nov 2023
Nanjing Tech University, Nanjing Tech University, Nanjing Tech University, affiliation not provided to SSRN and Nanjing Tech University
Downloads 62 (961,006)

Abstract:

Loading...

Wide river valley site, soil liquefaction, Lateral spreading, Seismic response characteristics.

3.

Longitudinal Seismic Response of Shield Tunnel Crossing Liquefied Slippage Area

Number of pages: 19 Posted: 16 Mar 2023
Nanjing Tech University, Nanjing Tech University, Huazhong University of Science and Technology, Nanjing Tech University and Nanjing Tech University
Downloads 52 (1,041,696)

Abstract:

Loading...

Shield tunnel, Generalized response displacement method, Liquefied slippage, Opening width at ring intersegment, Seismic response

4.

Integration of Fem and Dl for Seismic Performance Prediction and Optimization Design of Tunnels

Number of pages: 37 Posted: 17 Aug 2024
Huazhong University of Science and Technology, Huazhong University of Science and Technology, Huazhong University of Science and Technology, Nanjing Tech University, Nanjing Tech University and Huazhong University of Science and Technology
Downloads 48 (1,086,013)
Citation 2

Abstract:

Loading...

seismic response, Deep learning, Multi-objective optimization, Displacement momentum, Time of maximum damage occurrence

5.

A Fully Coupled Flow Deformation Model for Seismic Response Analysis of Underground Structures in Liquefiable Sites

Number of pages: 22 Posted: 26 May 2024
affiliation not provided to SSRN, Nanjing Tech University, Nanjing Tech University, Nanjing Tech University, Nanjing Tech University and Nanjing Tech University
Downloads 42 (1,183,237)

Abstract:

Loading...

Liquefiable site, soil-structure interaction, Effective stress analysis, Seismic response