Normally Used Structural System Types of Guangzhou Country Residential Buildings and their Antiseismic Performance Analysis

Fan Wang; Zhi Jin Chen

doi:10.4028/www.scientific.net/AMM.166-169.2293

Paper Titles

Analysis of Sample Survey of Rural Houses in Five Regions of Gansu and Earthquake Damage Prediction
p.2265

Spectrum Analysis of Isolated Vertical Seismic Response Storage Tanks
p.2270

Seismic Isolation Response and Parameter Influence Analysis of Nuclear Power Plant during Great Earthquake
p.2275

Behaviour of Colliding Multi-Storey Buildings under Earthquake Excitation Considering Soil-Structure Interaction
p.2283

Normally Used Structural System Types of Guangzhou Country Residential Buildings and their Antiseismic Performance Analysis
p.2293

Study on Effects of Sea Ice on Nonlinear Seismic Responses of Single-Column Pier Subject to Different Types of Earthquakes
p.2298

Comprehensive Method of Seismic Damage Assessment of Reinforced Concrete Structures Based on CPM
p.2304

Regional Short-Term Earthquake Prediction Model Based on BP Neural Network
p.2309

Estimation of the Liquefaction's Risk of a Soil Deposit under Seismic Solicitations: Petrochemical Zone of Skikda City
p.2315

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Normally Used Structural System Types of Guangzhou...

Normally Used Structural System Types of Guangzhou Country Residential Buildings and their Antiseismic Performance Analysis

Abstract:

In view of the lack of formal design, professional construction team and qualified building material in construction process of present country residential buildings, seismic survey in several villages in Guangzhou is carried out, aiming to know more about the seismic safety of country residential buildings. Three most commonly used country residential building structures are raw soil structure, brick-concrete structure and frame structure. By analyzing the common structure and recording the construction process, the general characteristics are summarized, the potential safety hazard is demonstrated and the seismic capacity is evaluated.