Anti-seismic safety assessment method of fortification-exceeding intensity earthquake of engineering structure
What is Al technical title?
Al technical title is built by PatSnap Al team. It summarizes the technical point description of the patent document.
A technology of fortification intensity and engineering structure, which is applied in the direction of earthquake resistance and building components to achieve the effect of improving safety
Active Publication Date: 2013-03-13
QINGDAO TECHNOLOGICAL UNIVERSITY
View PDF5 Cites 18 Cited by
Summary
Abstract
Description
Claims
Application Information
AI Technical Summary
This helps you quickly interpret patents by identifying the three key elements:
Problems solved by technology
Method used
Benefits of technology
Problems solved by technology
There is no mature method for reference in the world for the seismic safety assessment method under the super-fortification intensity...
Method used
the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more
Image
Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
Click on the blue label to locate the original text in one second.
Reading with bidirectional positioning of images and text.
Smart Image
Examples
Experimental program
Comparison scheme
Effect test
Embodiment Construction
[0015] (1) Give the ground motion levels of frequent intensity, basic intensity, rare intensity and super-prevention intensity of the project site.
[0016] (2) Delineate the displacement or displacement angle levels of frequent intensity and rare intensity.
[0017] (3) By static pushover analysis (POSHOVER) or incremental dynamic analysis (IDA) to trace the whole process of the structure from elasticity, plasticity, and failure, obtain the frequent intensity, basic intensity, rare intensity and super-fortification intensity Structural behavior parameters (such as displacement and ductility coefficients, etc.), according to the corresponding elastic and plastic structural behavior parameters (ductility coefficients), are converted into corresponding equivalent damping ratios (or other parameters that can reduce earthquake motion), and the structural collapse can be determined displacement or displacement angle level.
[0018] (4) Make the ground motions of common intensity, ...
the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more
PUM
Login to view more
Abstract
The invention provides an anti-seismic safety assessment method of a fortification-exceeding intensity earthquake of an engineering structure, and the method is characterized by comprising the following steps of (1) giving an earthquake level of frequently-occurred intensity, basic intensity, rare intensity and fortification-exceeding intensity in the place where the project is located; (2) demarcating the displacement or the displacement angular benchmark of the frequently-occurred intensity and the rare intensity; (3) matching the seismic oscillation of the frequently-occurred intensity, the basic intensity, the rare intensity and the fortification-exceeding intensity with the structure behavior through a static push-over analysis method or an increment power analysis method; and (4) drawing a structural capacity curve and a seismic oscillation curve, and judging whether the dual-control performance of the force and the displacement meets the requirement or not. The method has the beneficial effects that design evaluation is carried out for the uncertainty of the set fortification intensity, the safety, robustness and collapse resistance of the engineering structure can be improved, and no mature method can be referred especially for the anti-seismic safety assessment method in the international market.
Description
technical field [0001] The invention relates to an anti-seismic safety evaluation method, in particular to an anti-seismic safety evaluation method for engineering structures in earthquakes exceeding the fortification intensity. Background technique [0002] In the past 50 years, one of the remarkable characteristics of earthquakes in the world is that they are large in intensity and damage beyond fortification intensity, such as Tangshan (China, 1976), Prieta (USA, 1989), Northridge (USA, 1994), Kobe (Japan, 1995), Izmit (Turkey, 1999), Jiji (Taiwan, 1999), Bhuj—Ahmadabad-Rajkot (India, 2001), Algiers—Bourmerdes—Thenia (Algeria, 2003), Bani (Iran, 2003), Sumatra—Andaman (Indonesia, 2004) ), Kashmir South Asia (Pakistan and India, 2005), Yogyakarta (Indonesia, 2006), Peru (Peru, 2007), Wenchuan (China, 2008), Port-au-Prince (Haiti, 2010), Concepcion (Chile, 2010 ), Yushu (China, 2010), Miyagi Prefecture (Japan, 2011) and other earthquakes. These earthquakes obviously excee...
Claims
the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more
Application Information
Patent Timeline
Application Date:The date an application was filed.
Publication Date:The date a patent or application was officially published.
First Publication Date:The earliest publication date of a patent with the same application number.
Issue Date:Publication date of the patent grant document.
PCT Entry Date:The Entry date of PCT National Phase.
Estimated Expiry Date:The statutory expiry date of a patent right according to the Patent Law, and it is the longest term of protection that the patent right can achieve without the termination of the patent right due to other reasons(Term extension factor has been taken into account ).
Invalid Date:Actual expiry date is based on effective date or publication date of legal transaction data of invalid patent.