Seismic Design of High Rise Building in Shenyang

Rong Qin

doi:10.4028/www.scientific.net/AMM.166-169.2436

Paper Titles

The Shaking Table Test and Analysis of Seismic Performance for Brick Mixes Structures of Traditional Folk Dwelling
p.2412

Influence of Non-Uniform Movements and Soft Soil on Seismic Responses
p.2419

Study on Performance-Based Seismic Evaluation and Strengthening for RC Damaged Structures
p.2423

Numerical Analysis of Seismic Behavior of Masonry Walls Confined by Precast Tie-Columns
p.2429

Seismic Design of High Rise Building in Shenyang
p.2436

Key Issues of Using High Strength Steels in Seismic Structures and some Recent Progress
p.2444

Attenuation of Hysteretic Energy Spectra of Strong Ground Motion
p.2453

Studies on Seismic Performance Test of Precast Prestressing Shear Wall
p.2457

The Seismic Performance Analysis of Steel Frame Adding the Viscoelastic Dampers
p.2461

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Seismic Design of High Rise Building in Shenyang

Seismic Design of High Rise Building in Shenyang

Abstract:

This paper examines the A1 tower of the Shenyang Huafu Xintiandi Phase III project as an example of an out of code structure. It also analyzes the seismic performance under three earthquake scenarios; a frequent earthquake, a moderate earthquake and a rare earthquake. This paper will discuss the structural elements design, and address the weak points. This paper also provides several seismic design enhancements for similar high-rise buildings.