scholarly journals Seismic analysis of Kunshan Xintiandi super high-rise residential building

2021 ◽  
Vol 248 ◽  
pp. 03015
Author(s):  
Xiaomeng Zhang ◽  
Wenting Liu ◽  
Qingying ren ◽  
Yilun Zhou ◽  
Ziao Liu ◽  
...  
Keyword(s):  
Mechanical Performance ◽  
Seismic Analysis ◽  
Residential Buildings ◽  
Investment Project ◽  
Residential Building ◽  
Shear Wall ◽  
Wall Structure ◽  
Second Phase ◽  
Structure System ◽  
High Rise

The Kunshan urban investment project includes 1 office tower, 4 high-rise residential buildings and 1 high-rise commercial building.Each monomer shares a large basement chassis, a total of three basement floors.This design is the second phase (4# residence and corresponding basement).The height of the structure is more than 90 meters, and it is a shear wall structure system. The selection and structure of the structure system are analyzed, and the mechanical performance of the structure is verified through calculation and analysis.

scholarly journals The structural design of Kunshan Xintiandi super high-rise office building

2021 ◽  
Vol 248 ◽  
pp. 03011
Author(s):  
Xiaomeng Zhang ◽  
Wenting Liu ◽  
Yilun Zhou ◽  
Xiao yang ◽  
Ziao Liu
Keyword(s):  
Structural Design ◽  
Mechanical Performance ◽  
Residential Buildings ◽  
Investment Project ◽  
Second Phase ◽  
Structural System ◽  
Commercial Building ◽  
Tube System ◽  
Core Tube ◽  
High Rise

The Kunshan urban investment project includes 1 office tower, 4 high-rise residential buildings and 1 high-rise commercial building. Each monomer shares a large basement chassis, a total of three basement floors. This design is the second phase (5# super high-rise and corresponding basement).The height of the structure is more than 140 meters, which is a concrete-filled steel tubular frame + core tube system. The selection and structure of the structural system are analyzed, and the mechanical performance of the structure is verified through calculation and analysis.

Optimal Design Research of Shear Wall Structure for Board High-Rise Residential Building

2010 ◽  
Vol 163-167 ◽  
pp. 2309-2317
Author(s):  
Er Lei Wang ◽  
Zhe An Lu ◽  
Lang Zhou
Keyword(s):  
Design Principle ◽  
Design Research ◽  
Residential Building ◽  
Shear Wall ◽  
Wall Structure ◽  
Mathematics Model ◽  
High Rise ◽  
Character Structure ◽  
Criterion Method ◽  
Optical Structure

Take a High-rise Residential Building in Wuhan as research object, in assigns the construction plan under the premise, the optical mathematics model of the shear wall is established. Based on research of structure dynamic characteristics, displacement, mechanic character, structure measure, uses the criterion method and the exhaustion method, design principle of board high-rise residential building is conducted from the optical of shear wall arrangement，furthermore, site condition and seismic precaution intensity influence to the optical structure is analyzed.

The Seismic Behavior and Failure Form in Structure of Frame-Shear Wall of High-Rise Concrete Residential Building

2012 ◽  
Vol 166-169 ◽  
pp. 1290-1294
Author(s):  
Xiao Yu Liu ◽  
Hui Hong Dong
Keyword(s):  
Seismic Behavior ◽  
Failure Modes ◽  
Residential Building ◽  
Shear Wall ◽  
Frame Structure ◽  
Wall Structure ◽  
High Rise ◽  
Shear Structure ◽  
Residential Market ◽  
Mechanics Characteristics

The high-rise concrete residential market has been a gradually urban mainstream in recent years, and frame-shear wall structure is more used for high-rise residential structures now. This kind of structure has the advantage that the combination of frame and shear wall make the space free and flexible, and therefore the whole structure has considerable rigidity. The structure can not only satisfy the needs for people living in comfortable, but also has good dynamic and static load bearing capacity. This paper analyzed the mechanics characteristics of the structure and summarized the two kinds of main failure modes of shear wall and frame structure in earthquake. On this basis, the main principles are put forward to improve the seismic behavior of the shear wall. And further some of specific measures and suggestions which can improve the seismic performance for the frame-shear structure are introduced.

Several Written Instructions of the Technical Regulation of Shot-Pier Shear Wall Structure Key Figures Construction

2011 ◽  
Vol 255-260 ◽  
pp. 747-751
Author(s):  
Jin Sheng Liu ◽  
Shi Mei Liu
Keyword(s):  
Design Method ◽  
Residential Buildings ◽  
Limit State ◽  
Engineering Application ◽  
Shear Wall ◽  
Structure Design ◽  
Wall Structure ◽  
High Rise ◽  
Design And Construction ◽  
At Home

As a new type of resist lateral force structure, short-pier shear wall structure has been widely used in high-rise and super-tall residential construction. However, at present, there isn’t a specifically targeted short-leg walls structure design and construction technical regulations both at home and abroad, which led to the architectural engineering design and construction market turmoil. By the prophase research of the short-leg walls structure seismic performance, and a great deal of experiments, combine with the latest research results at home and abroad, adopt the limit state design method based on probability theory, the paper clarifies the definition of short-leg walls, and analyzes the calculation method of section load-carrying capacity for earthquake combination and no-earthquake combination, which has certain directive significance and engineering application for the design and construction of high-rise residential buildings.

Key Reinforcement Technology of the Replacement of High-Rise Building Shear Wall Concrete

2013 ◽  
Vol 753-755 ◽  
pp. 637-641
Author(s):  
You Mo ◽  
Zhi Jun Jiang ◽  
Zi Hong Guo ◽  
Yue Yong Liu ◽  
Hai Bo Ming ◽  
...  
Keyword(s):  
Concrete Strength ◽  
Residential Building ◽  
Shear Wall ◽  
Deformation Monitoring ◽  
Wall Structure ◽  
Strengthening Effect ◽  
Original Design ◽  
High Rise ◽  
Temporary Support ◽  
Design Requirements

A high-rise residential building is the frame-supported shear wall structure. Testing found that concrete strength 6 pieces of shear wall of the tenth floor can not meet the original design requirements of C50 when the nineteenth floor was constructing. A way of replacing concealed column and corner column only by comparison an analysis.The safety of the structure was ensured and good strengthening effect was achieved by reasonable design of temporary support and construction, concrete selection and the whole deformation monitoring.

Application of Precast Concrete Shear Wall Structure in Residential Projects

2014 ◽  
Vol 638-640 ◽  
pp. 15-18
Author(s):  
Yong Wang ◽  
Xiao Xi Xia
Keyword(s):  
Structural Engineering ◽  
Precast Concrete ◽  
Residential Building ◽  
Shear Wall ◽  
Wall Structure ◽  
Practical Application ◽  
Residential Design ◽  
High Rise ◽  
Precast Shear Wall ◽  
Residential Projects

In order to adapt to the development of housing industrialization and the construction of energy-saving emission reduction requirements, research and application of precast concrete shear wall structure is becoming the hotspot in structural engineering. The DiJie international city B Neighborhood Project No. 8 residential building the form of engineering structure for precast shear wall structure. According to the practical application of prefabricated wall panels, balcony board, air conditioning board and stairs in residential projects, Introduced the key technology of component production, installation, cast structure node connection construction process using prefabricated in shear wall structure. In order to provide the reference for precast concrete shear wall high-rise residential design in the future.

A Calculation Model for High Rise Frame-Shear Wall Load Bearing Skeleton Structures

2014 ◽  
Vol 935 ◽  
pp. 259-264
Author(s):  
Xue Chen Lei ◽  
Lang Wu ◽  
Jing Wu
Keyword(s):  
Calculation Method ◽  
Residential Buildings ◽  
Residential Building ◽  
Shear Wall ◽  
Calculation Model ◽  
Load Bearing ◽  
Numerical Example ◽  
High Rise ◽  
Simplified Calculation ◽  
Skeleton Structure

The Skeleton-Infill residential building system has its particular advantages in building industrialization. In order to utilize this building type into high rise residential buildings, this paper proposes a calculation model for the frame-shear wall load bearing skeleton structure with limited floor stiffness. A simplified calculation method adopting ODEs is also demonstrated. A numerical example is proceeded to verify the effectiveness and accuracy of this methodology.

A Study on Sun Shading Reconstruction Design of Residential Buildings in Chongqing City

2014 ◽  
Vol 953-954 ◽  
pp. 1481-1487
Author(s):  
Liu Jin
Keyword(s):  
Energy Saving ◽  
Personal Experience ◽  
Design Pattern ◽  
Simulation Analysis ◽  
Residential Buildings ◽  
Residential Building ◽  
Specific Time ◽  
High Rise ◽  
Time Period ◽  
Chongqing City

Windows energy saving design of residential buildings has increasingly got the attention of people. Through a large number of surveys and analysis of residential buildings in Chongqing and consumers personal experience, the author finds problems and deficiency, and then proposes principles of residential buildings sun shading reconstruction in Chongqing city. Taking the high-rise residential building of one university in Chongqing as reconstruction sample, selecting a specific time period, the author recalculates sun shading coefficient with and without sun shading by using Ecotect software to do simulation analysis. Finally, the reasonable reconstruction design pattern is put forward through cases. Keywords: Buildings Sun Shading, Sun Shading Reconstruction, Energy Saving

scholarly journals Analysis of Construction Technology of High-rise Residential Building Engineering

2017 ◽  
Vol 1 (3) ◽  
Author(s):  
Qiu Hao
Keyword(s):  
High Speed ◽  
Residential Buildings ◽  
Residential Building ◽  
Management Control ◽  
Building Construction ◽  
Construction Technology ◽  
Land Resources ◽  
High Rise ◽  
Social Economic Development ◽  
Building Engineering

Nowadays, under the  situation  of  the accelerating  process  of urbanization,  our  social economic development has also been leaps and bounds and  the  corresponding construction industry has also been high speed developed. Our country in the field of land resources still insist on a solid  strict  management control, therefore, in this context,it will inevitably lead the land resources to face with a tense situation which has become a great test forhigh-rise residential building construction as it appears repeatedly.  Normally, high-rise residential buildings have the characteristics of limited operating surface, high investment  cost,  long construction period and high requirements of construction technology. In view of this, this paper mainly analyzes the high-rise residential building construction technology.

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