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GB 50982-2014

GB 50982-2014_English: PDF (GB50982-2014)
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BASIC DATA
Standard ID GB 50982-2014 (GB50982-2014)
Description (Translated English) Technical code for monitoring of building and bridge structures
Sector / Industry National Standard
Classification of Chinese Standard P28
Word Count Estimation 100,176
Date of Issue 2014/10/9
Date of Implementation 2015/8/1
Quoted Standard GB 50026; GB 50311; GB 50496; GB 50497
Drafting Organization China Architectural Scientific Academy
Administrative Organization Ministry of Housing and Urban-Rural Development
Regulation (derived from) People's Republic of China Housing and Urban-Rural Development Ministry Bulletin No. 583
Issuing agency(ies) Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China; Ministry of Housing and Urban-Rural Development of the People's Republic of China
Summary This Standard applies to high-rise and high-rise, monitoring span space, bridges, isolation and other engineering structures through construction monitoring, and that the impact of the existing structure.

GB 50982-2014
UDC
GB
NATIONAL STANDARD OF THE
PEOPLE’S REPUBLIC OF CHINA
P GB 50982-2014
Technical code for monitoring
of building and bridge structures
ISSUED ON. OCTOBER 09, 2014
IMPLEMENTED ON. AUGUST 01, 2015
Issued by. Ministry of Housing and Urban-Rural Development of PRC;
General Administration of Quality Supervision, Inspection
and Quarantine of the People's Republic of China.
3. No action is required - Full-copy of this standard will be automatically &
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Table of Contents
Foreword ... 6 
1 General provisions ... 8 
2 Terms and symbols ... 8 
2.1 Terms ... 8 
2.2 Symbols ... 10 
3 Basic requirements ... 10 
3.1 General requirements ... 10 
3.2 Monitoring system, point and equipment ... 11 
3.3 Construction monitoring ... 14 
3.4 Post construction monitoring ... 18 
4 Monitoring methods ... 21 
4.1 General requirements ... 21 
4.2 Stress and strain ... 21 
4.3 Deformation and crack ... 23 
4.4 Temperature and humidity ... 26 
4.5 Vibration ... 28 
4.6 Earthquake and seismic response ... 29 
4.7 Wind and wind-induced response ... 30 
4.8 Other items ... 32 
4.9 Patrol inspection and system maintenance ... 34 
5 High-rise building and structure ... 34 
5.1 General requirements ... 34 
5.2 Construction monitoring ... 37 
5.3 Post construction monitoring ... 39 
6 Long-span spatial structure ... 42 
6.1 General requirements ... 42 
6.2 Construction monitoring ... 44 
6.3 Post construction monitoring ... 46 
7 Bridge structure ... 47 
7.1 General requirements ... 47 
7.2 Construction monitoring ... 49 
7.3 Post construction monitoring ... 51 
8 Other structures ... 55 
8.1 Seismically isolated structure ... 55 
8.2 Crossing construction ... 56 
Appendix A Technical requirement of monitoring equipment ... 58 
Appendix B Monitoring requirement of different types of bridges ... 60 
Explanation of wording in this code ... 63 
List of quoted standards ... 64 
Foreword
In accordance with the requirements of the Announcement of Ministry of
Housing and Urban-Rural Development on the Printing and Issuing of the 2011
Engineering Construction Standard and the Amendment Plan (JIANBIAO
[2011] No. 17), the code compilation group complied this code after making
extensive investigation, carefully summarizing the practical experiences,
making reference to the relevant international standards and advanced foreign
standards, AND collecting extensive comments.
The main technical contents of wood specification are. 1. General Provisions;
2. Terms and Symbols; 3. Basic Requirements; 4. Monitoring Methods; 5.
High-rise Building and Structure; 6. Long-span Spatial Structures; 7. Bridge
Structures; and 8. Other structures.
The provisions of in this code which are marked in bold are mandatory
provisions AND must be strictly implemented.
As for this Code, the Ministry of Housing and Urban-Rural Development is
responsible for the interpretation of the mandatory provisions, AND the China
Academy of Building Research is responsible for the interpretation of specific
technical contents. Any comments or recommendations in the implementation
of this standard place send to the China Academy of Building Research
(Address. No.30 Beisanhuan East Road, Beijing 100013, China).
The main drafting organizations of this code.
China Academy of Building Research
Hainan Construction Engineering Co., Ltd.
The participating drafting organizations of this code.
Chongqing University
Beijing Industry University
Tsinghua University
Beijing Institute of Architectural Design Co., Ltd.
Arup Engineering Consulting (Shanghai) Co., Ltd.
CCCC Highway Planning and Design Institute Co., Ltd.
Yunnan Earthquake Engineering Research Institute
Technical code for monitoring
of building and bridge structures
1 General provisions
1.0.1 In order to standardize the building and bridge structure monitoring
technology and the corresponding analysis and early warning, to achieve
advanced technology, reliable data and reasonable economy, this code is
hereby formulated.
1.0.2 This code is applicable to the monitoring of engineering structures such
as high-rise buildings and structures, long-span spaces, bridges and seismic
isolation structures, as well as the monitoring of existing structures affected by
the crossing construction.
1.0.3 Construction and bridge structure monitoring shall, in addition to
complying with the provisions of this code, also comply with the relevant
requirements of the current notational standards.
2 Terms and symbols
2.1 Terms
2.1.1 Structural monitoring
Frequent, continuous observation or measurement of the state of the structure.
2.1.2 Construction monitoring
Structural construction monitoring.
2.1.3 Post construction monitoring
Structural post construction monitoring.
2.1.4 Monitoring system
It is integrated by the software and hardware for the purposes of achieving a
certain monitoring function, composed of the monitoring equipment.
2.1.5 Monitoring equipment
It refers to, in the monitoring system, the collective name of sensors, collectors
and other hardware.
2.1.6 Transducer/sensor
An equipment or device that senses a given measurement results AND
transforms it into a usable output signal in accordance with certain principles,
usually consisting of a sensing element and a conversion element.
2.1.7 Times of monitoring
Number of monitoring per unit time.
2.1.8 Precaution value for monitoring
It refers to, in order to ensure the safety or quality of the engineering structure
and the surrounding environment, the warning value set for the monitoring
amount indicating the possible abnormal or dangerous state of the monitoring
object.
2.1.9 Monitoring system stability
The performance of the monitoring system to maintain its normal working
characteristics after long-term use.
2.1.10 Monitoring equipment durability
It refers to the capability of the monitoring equipment, under normal use and
maintenance conditions, to comply with the predetermined functional
requirements with time.
2.1.11 Sensor frequency range
It refers to the frequency range in which the change of the input signal
frequency will not cause the sensitivity and phase to change beyond the limits.
2.1.12 Structural analyzing model updating
It refers to the process of making the model calculation and analysis results as
close as possible to the actual measurements through identifying or correcting
the parameters in the analysis model.
2.1.13 Crossing construction
It refers to the construction process of making the ...