The Seismic Reinforcement Measures of through Type Timber Frame Joint Based on the Earthquake Damage Survey

2013 ◽  
Vol 671-674 ◽  
pp. 1380-1385
Author(s):  
Ling Xu Li ◽  
Zhong Tao ◽  
Liang Bin Qin ◽  
Mo Zhu ◽  
Rui Tian ◽  
...  

Via the field investigation about farm building built on rural areas after the 2009, Ms=6.0 Yaoan earthquake in Yunnan province, China, the seismic damage of raw-soil structure and wooden structure have been put forward. Additionally, combined with the earthquake damage survey about the 1996 Lijiang and 2007 Ninger earthquake in Yunnan province, the seismic reinforcement schemes are proposed and appropriate costs are analyzed.

2011 ◽  
Vol 94-96 ◽  
pp. 1338-1343
Author(s):  
Yong Jun Deng ◽  
Yong Yao ◽  
Dai Guo Chen

Abstract: Taking a Practical Big Span Stadium Project as the Background, in View of its Particularity that it Suffered Earthquake Damage and Fortification Intensity Increased after Earthquake, through the Field Detection and Finite Element Model to Analyze Earthquake Damage of Structure Caused by Wenchuan Earthquake, and Research the Feasibility of Seismic Strengthening with Hadas on the Structure Whose Fortification Intensity Increased after Earthquake. the Results Show that: 1) the Big Span Structure Severely Damage by the Earthquake, the Second Layer Is Relatively Weak Layer, Prone to Local Damage and Affect Whole Anti-seismic Performance of Structure, 2) Hadas Can Increase the Initial Stiffness and Effectively Reduce the Structure Seismic Response, Has Better Effect on Overall Reinforcement, 3) it Is Reasonable to Improve the Seismic Fortification Intensity of this Region.


2021 ◽  
Vol 17 (1) ◽  
Author(s):  
Mingjing Zhu ◽  
Binsheng Luo ◽  
Ben La ◽  
Ruijie Chen ◽  
Fenggui Liu ◽  
...  

Abstract Background Salar is a Turkic-speaking Islamic ethnic group in China living mainly in Xunhua Salar Autonomous County (Xunhua or Xunhua County), Qinghai-Tibet Plateau. Salar people are skilled in horticulture and their homegarden (HG) management. They are regarded as the first people on the Qinghai-Tibet Plateau to practice horticulture, especially manage their HGs, traditional farming systems, and supplementary food production systems. Traditional knowledge of Salar people associated with their HGs always contributes significantly to the local livelihood, food security, ornamental value, and biodiversity conservation. The cultivation of different plants in HGs for self-sufficiency has a long tradition in China’s rural areas, especially in some mountainous areas. However, Salar traditional HGs have not been described. The present paper aims to report the features of Salar HGs mostly based on agrobiodiversity and its ecosystem services. Methods The methods used in this work included semi-structured interviews and participatory observation. A total of 60 households in three townships, 9 villages were surveyed. There are 4–12 family members in each household, aged from 20 to 86 years old. The homestead size is between 200 and 1200 m2. Plant species cultivated in Salar HGs were identified according to Flora of China. Based on a comprehensive survey of Salar HGs and related to background data, we identified and characterized the most important services and functions provided by Salar HGs. Results According to primary production systems, there are 4 different types of Salar HGs, including ornamental focus, product focus, dual-purpose and multi-purpose. In total, 108 (excluding weeds and bonsai) plant species were recorded in Salar HGs, within 43 plant families. The most important and frequently used plants are Rosa chinensis, Armeniaca vulgar, Prunus salicina, and Ziziphus jujuba. About 4 to 32 plant species were recorded in each homegarden. We found that the Salar HGs, as a typical agroecosyste, prossess multiple servcices and functions that directly benefit households according to the field investigation. Conclusion This paper reveals the floristic diversity of Salar HGs. It presents useful information in the homegarden agroecosystem of Salar people, such as HG types and species diversity in Salar HGs. Ecosystem functions and services research suggested that the Salar HG agroecosystem provides agroecosystem services mainly related to supply and culture services. Salar HGs are important as food supplement resources, aesthetics symbol, and cultural spaces.


2012 ◽  
Vol 568 ◽  
pp. 85-88
Author(s):  
Ming Gao

In 5·12 Wenchuan earthquake, most of the buildings were damaged at different degrees in Mianyang. To analysis seismic damage of RC frame structure building, and investigate its reinforcement situation,the results show that: For destruction of frame column or bottom frame structure column, enlarge section method is used mostly for reinforcement in civil engineering;To serious damage of affiliated structure such as filler wall and Parapet, most of them will be demolished and built again, and add constructional column; To the situation of concrete bottom plate with crack, paste carbon fiber sheet or bottom plant steel was used depending on the structural damage degree, and jet concrete for strengthening.


2019 ◽  
Vol 272 ◽  
pp. 01030
Author(s):  
Wei Fang ◽  
Junfen Liang ◽  
Le Kang

The social security value of land includes four major items, namely, unemployment security, minimum living security value, old-age security value and medical security value. The non-agricultural construction land compensation substance produced in the process of social security is the land value of the market price, the farmers and urban residents, land value can be partial social security. To determine the process of land expropriation for non-agricultural construction reasonable compensation, we need to provide scientific standards. Through the calculation, Guangzhou ’ s current land compensation provide social security value of basic level, but due to the large regional land requisition compensation amount difference, the current land expropriation compensation is actually the coexistence of insufficient and transition compensation.


2011 ◽  
Vol 255-260 ◽  
pp. 1338-1343
Author(s):  
Zhong Tao ◽  
Liang Bin Qin ◽  
Wen Pan ◽  
Xiao Dong Yang ◽  
Yu Bai

Experimental study on the behavior of Single Adobe, Rammed Earth Wall, Single modified adobe block, modified adobe wall and Reinforcement of Bamboo Rammed-earth Wall is put forward in this paper. The experiments include compression, shear and bending test of single adobe, and uniaxial lateral loading test of rammed earth and modified adobe wall and reinforcement of bamboo rammed-earth wall. The mechanical properties of the specimens are obtained through test. The test and research will offer a technological support for the Chinese Government started the Rural House Earthquake Safety Project(RHESP)and formulation of the code for seismic design of rural buildings.


2020 ◽  
pp. 875529302094417
Author(s):  
Siqi Li ◽  
Yongsheng Chen ◽  
Tianlai Yu

In practice, seismic intensity is evaluated in accordance with a macroseismic-intensity scale recognized in the field of seismic engineering globally. The application of different seismic-intensity scales to evaluate the seismic damage of a specific structure due to an earthquake yields diverse results. On this basis, this study compared a few extensively used macroseismic-intensity scales. The results can be used as a reference to develop an international intensity scale. According to empirical structural-damage survey data from the Wenchuan earthquake (Mw = 8.0) that occurred on 12 May 2008 in China, the European Macroseismic Scale (EMS)-98, Medvedev, Sponheuer, and Karnik (MSK)-81, and Chinese Seismic Intensity Scale (CSIS)-08 intensity scales were utilized to evaluate the resulting damage. This study carried out a vulnerability analysis of typical structures, established vulnerability seismic-damage matrices, and mapped out vulnerability curves under different intensities. Our objective is to demonstrate that the use of multiple intensity scales can lead to very different intensity levels. The differences in the damage of typical structures under different intensity levels were obtained from an evaluation using the three aforementioned intensity scales. As a result, a calculation model of the mean damage index is proposed herein. Ultimately, this article conducted an analysis on the failure characteristics of typical structures in an earthquake and provided effective measures to improve seismic performance for future reference.


2014 ◽  
Vol 1065-1069 ◽  
pp. 1408-1411
Author(s):  
Hong Biao Liu

In order to know seismic damage characteristics of multi-story brick masonry structure and improve its seismic capability, five kinds of earthquake damage or collapse forms of multi-story masonry brick structure are summed up based on earthquake disaster survey, each of which is analyzed with mechanics. And the failure mechanism of each seismic damage form of multi-story brick masonry structure are proposed, which provides effective engineering experience for the seismic or anti-collapse design of multi-story masonry brick structure. The research has the important significance in improving the seismic capacity of multi-story brick masonry structure and reducing the earthquake casualties.


2014 ◽  
Vol 501-504 ◽  
pp. 1639-1643
Author(s):  
Jie Ping Liu ◽  
Ning Guo ◽  
Ling Xin Zhang

In North-south earthquake belt, half of more than Ms 8.0 great earthquakes were centralized since the history records were existed in our country. In order to study the typical buildings in this seismic belt, the seismic damages of the typical buildings occurred during 22 earthquakes in North-south earthquake belt, whose earthquake magnitude were more than Ms 6.0, were organized and analyzed. The seismic damage and its matrix of kinds of buildings belonging to the North-south earthquake belt in different intensities were obtained. The statistic results were obtained by comparison and analysis. According to the results of analysis, the seismic capacity of kinds of typical buildings in this region was provided: reinforced concrete frame structure showed fine seismic capability in all previous earthquake whose seismic damage was the slightest in the real statistics results; secondly were those of masonry and mortised timber frame buildings; the seismic damage of buildings, which was combined with timber frame and soil, stone, brick walls was the most serious.


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