Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0635935B2 - Seismic intensity measurement method and measuring device - Google Patents
[go: Go Back, main page]

JPH0635935B2 - Seismic intensity measurement method and measuring device - Google Patents

Seismic intensity measurement method and measuring device

Info

Publication number
JPH0635935B2
JPH0635935B2 JP2061242A JP6124290A JPH0635935B2 JP H0635935 B2 JPH0635935 B2 JP H0635935B2 JP 2061242 A JP2061242 A JP 2061242A JP 6124290 A JP6124290 A JP 6124290A JP H0635935 B2 JPH0635935 B2 JP H0635935B2
Authority
JP
Japan
Prior art keywords
value
pendulum
intensity
electric signal
values
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2061242A
Other languages
Japanese (ja)
Other versions
JPH03262930A (en
Inventor
浩之 中野
悦郎 斉藤
拓 池見
崇裕 岸下
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujita Corp
Original Assignee
Fujita Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujita Corp filed Critical Fujita Corp
Priority to JP2061242A priority Critical patent/JPH0635935B2/en
Publication of JPH03262930A publication Critical patent/JPH03262930A/en
Publication of JPH0635935B2 publication Critical patent/JPH0635935B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)
  • Geophysics And Detection Of Objects (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、スペクトル強度SI値により地震動の強度を
測定、表示する方法および装置に関する。
TECHNICAL FIELD The present invention relates to a method and an apparatus for measuring and displaying the intensity of seismic motion by means of a spectral intensity SI value.

従来の技術 加速度地震計を用いて現地(室内、室外)で地震動加速
度を測定、記録する。次にこの加速度記録を室内でコン
ピユータで処理し、次式 に基づいて、SI値(スペクトル強度)を計算する。具
体的には、各固有周期と減衰を持つ一質点バネ・マス系
の応答計算を行いSv値を求め、次にB式より、周期0.
1〜2.5秒までの積分を行うことで計算される。なお、上
記Svは地震動の速度応答スペクトルである。
Conventional technology Acceleration seismometer is used to measure and record the seismic acceleration at the site (indoor or outdoor). Next, this acceleration record is processed by a computer in the room and The SI value (spectral intensity) is calculated based on Specifically, the response calculation of a one-mass point spring-mass system having each natural period and damping is performed to find the Sv value, and then the period 0.
It is calculated by integrating from 1 to 2.5 seconds. The Sv is a velocity response spectrum of seismic motion.

発明が解決しようとする課題 前述の従来技術には次のような問題点がある。Problems to be Solved by the Invention The above-mentioned conventional technique has the following problems.

(1) 一度地震計で収録した地震記録をデイジタル化
し、コンピユータを用いて、煩雑な計算を行って算出す
る必要がある。
(1) It is necessary to digitize the seismic records once recorded by the seismograph and perform complicated calculations using a computer.

(2) 波形のメモリー量が多く、また記録の収録と事後
の解析と二度手間になる。
(2) A large amount of memory is required for waveforms, and it takes a lot of work to record the data and analyze it after the fact.

本発明は、地震動の測定後に、煩雑な計算をすることな
く、簡易的にSI値(スペクトル強度)を求めることの
できる測定方法および測定装置を提供することを目的と
するものである。
It is an object of the present invention to provide a measuring method and a measuring device that can easily calculate an SI value (spectral intensity) without complicated calculations after measuring earthquake motion.

課題を解決するための手段 ある減衰定数と固有周期(0.1秒から2.5秒までの間の各
周期)を持つ、いくつかの一連の一質点系振り子を用い
て、地震動が到来したときの各振り子の動き(最大速度
振幅)を測定する。このとき、各振り子の動きは、動コ
イル型の換振器で振り子の速度に比例した電気的信号に
変換されて測定する。
Means for solving the problems Using a series of single mass pendulums with a certain damping constant and natural period (each period between 0.1 and 2.5 seconds), each pendulum when an earthquake motion arrives The movement (maximum velocity amplitude) is measured. At this time, the movement of each pendulum is measured by being converted into an electric signal proportional to the speed of the pendulum by a moving coil type exciter.

次にメモリーでは、各振り子の最大値のみを次々に記憶
していく。この時点で各振り子の最大値は、振り子の持
つ固有周期に対応するSv値に等しい。
Then, in the memory, only the maximum value of each pendulum is stored one after another. At this point, the maximum value of each pendulum is equal to the Sv value corresponding to the natural period of the pendulum.

次に数値演算回路に、この各最大値を入力し、各周期
(0.1〜2.5秒)に対して積分を行えばSI値は算出でき
る。最後にこれを記録、表示する。
Next, input each maximum value into the numerical operation circuit and
The SI value can be calculated by performing integration on (0.1 to 2.5 seconds). Finally, record and display this.

作 用 SI値は観測点での地震動の強度を表す量であり、地震
被害と密接に関係のある値として知られている。SI値
は、地震動の速度応答スペクトル(Sv値)をもちいて
次式で与えられる。
The working SI value is a quantity that represents the intensity of seismic motion at the observation point, and is known as a value closely related to earthquake damage. The SI value is given by the following equation using the velocity response spectrum (Sv value) of the earthquake motion.

各振り子の最大値をSvとして上式に代入し、各周期
(0.1〜2.5秒)に対して積分することによりSI値を算出
できる。
Substituting the maximum value of each pendulum as Sv in the above equation,
The SI value can be calculated by integrating with respect to (0.1 to 2.5 seconds).

実施例 第1図において、Aの震動検出装置は、固有周期0.1秒
から2.5秒までの、各固有周期と特定の減衰率をもつa
個の一質点系振り子からなる。Bの換振器は、前記震動
検出装置Aの各振り子の動きを速度値でとらえ、電気信
号(電圧)で値を出力する動コイル型の換振器。Cの演
算処理装置は、地震発生後、前記換振器Bから所定の間
隔で送られてくるa個の電気信号(y1,y2,,,,ya)に対
して、その値が、その時刻以前の値に比較して大きいか
どうかを判断する、マイクロコンピュータ等のディジタ
ル処理装置からなる装置。Dの記憶装置は、前記演算処
理装置Cで判断し、送られてきた各振り子の最大値を記
憶する装置、このメモリはa個の記憶エリアを有し、新
たな最大値が入力される度に古い情報はオーバーフロー
して消えていく形式のもの、最終データが伝送され終了
した時点で次の装置Eへ移る。Eの演算処理装置は、マ
イクロコンピュータ等のディジタル処理装置からなるも
ので、積分計算(B式)を行う装置。Fの表示装置は、
前記演算処理装置Eで求めたSI値を表示する電気回路
と表示盤とからなる装置。Gの記憶装置は、前記演算処
理装置Eで求まったSI値を記憶する装置である。
Example In FIG. 1, the vibration detection device A has a natural period of 0.1 seconds to 2.5 seconds and has a specific damping rate a.
It consists of one mass pendulum. The exciter B is a dynamic coil exciter that detects the movement of each pendulum of the vibration detection device A as a velocity value and outputs the value as an electric signal (voltage). The arithmetic processing unit of C has a value for a electric signals (y 1 , y 2, ..., ya) sent from the exciter B at predetermined intervals after the occurrence of an earthquake. , A device composed of a digital processing device such as a microcomputer for judging whether or not it is greater than a value before that time. The storage device of D is a device for storing the maximum value of each pendulum, which is judged by the arithmetic processing device C, and this memory has a storage areas, and a new maximum value is input every time. The old information overflows and disappears, and when the final data is transmitted and completed, the next device E is moved to. The arithmetic processing unit E is composed of a digital processing unit such as a microcomputer, and is a unit for performing integral calculation (B formula). The display device of F is
An apparatus comprising an electric circuit for displaying the SI value obtained by the arithmetic processing unit E and a display board. The G storage device is a device that stores the SI value obtained by the arithmetic processing device E.

第2図は震動検出装置Aの説明図で、0.1〜2.5秒までの
それぞれ異なった固有周期を持つ一質点系振り子の揺れ
を原理とし、具体的には通常の地震計(ある1つの固有
周期を持っている)の原理と同じもので、周期をT1から
Taまでそれぞれ設定したa個の振り子からなる震動検出
装置である。
Fig. 2 is an explanatory diagram of the seismic motion detector A. It is based on the principle of swaying of a mass pendulum having a different natural period from 0.1 to 2.5 seconds. the same as the principle of the have), the period from T 1
It is a vibration detection device consisting of a pendulums set up to T a .

このような装置において、地震動が到来した時に、地震
検出装置Aで各振り子の動き(最大速度振幅)を測定す
る。このとき、各振り子の動きは、動コイル型の換振器
Bで振り子の速度に比例した電気的信号に変換される。
In such a device, when the earthquake motion arrives, the earthquake detection device A measures the motion (maximum velocity amplitude) of each pendulum. At this time, the movement of each pendulum is converted into an electrical signal proportional to the speed of the pendulum by the moving coil type vibration eliminator B.

演算処理装置Cを介し記憶装置Dで、各振り子の最大値
のみを次々に記憶していく。この時点で各振り子の最大
値は、振り子の持つ固有周期に対応するSv値に等し
い。
Only the maximum value of each pendulum is sequentially stored in the storage device D via the arithmetic processing device C. At this point, the maximum value of each pendulum is equal to the Sv value corresponding to the natural period of the pendulum.

次に塩酸装置Eが、この各最大値を入力し、 により、各周期(0.1〜2.5秒)に対して積分を行えば、S
I値を算出できる。このSI値を表示装置F、記憶装置
Gにより、表示並びに記憶する。
Next, the hydrochloric acid device E inputs each maximum value, Therefore, if integration is performed for each cycle (0.1 to 2.5 seconds), S
The I value can be calculated. The SI value is displayed and stored by the display device F and the storage device G.

なお、上記の動作をフロー図で示したのが第3図であ
る。
Note that FIG. 3 shows the above operation in a flow chart.

発明の効果 本発明は、地震動加速度を感知する複数個の一質点系振
り子の動きを電気信号に変換し、電気信号の値をその時
刻以前の値に比較して大きいか否かを判断して最大値の
みを記憶して速度応答スペクトルSv値を求め、 により、スペクトル強度SI値を求めることにより、次
の効果を有する。
EFFECTS OF THE INVENTION The present invention converts the motions of a plurality of mass pendulums for sensing seismic motion acceleration into electric signals and compares the electric signal values with the values before that time to determine whether or not the values are large. Only the maximum value is stored to obtain the velocity response spectrum Sv value, By obtaining the spectrum intensity SI value, the following effects can be obtained.

(1) 本発明装置を設置することにより、その場でその
地点の地震動の強度を検出できる。
(1) By installing the device of the present invention, the intensity of seismic motion at that point can be detected on the spot.

(2) 煩雑な計算をすることなく、また地震計を用いる
ことなく、SI値を算出できる。
(2) SI values can be calculated without complicated calculations and without using seismographs.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明による装置の構成図、第2図は第1図に
おける震動検出装置の説明図、第3図は本発明によるS
I値検出フロー図である。 A……震動検出装置、B……換振器、 C,E……演算処理装置、D……記憶装置、 F……表示装置
FIG. 1 is a block diagram of an apparatus according to the present invention, FIG. 2 is an explanatory view of the vibration detecting apparatus in FIG. 1, and FIG. 3 is an S according to the present invention.
It is an I value detection flow chart. A ... vibration detection device, B ... exciter, C, E ... arithmetic processing device, D ... storage device, F ... display device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】地震動加速度を感知する複数個の一質点系
振り子の動きを電気信号に変換し、電気信号の値をその
時刻以前の値に比較して大きいか否かを判断して最大値
のみを記憶して速度応答スペクトルSv値を求め、 により、スペクトル強度SI値を求めることを特徴とす
る地震動の強度測定方法。
1. The maximum value is obtained by converting the movements of a plurality of mass pendulums for detecting seismic motion acceleration into electric signals, comparing the electric signal values with the values before that time, and judging whether the values are large or not. Memorize only the speed response spectrum Sv value, The method for measuring the intensity of seismic motions is characterized in that the SI value of the spectrum intensity is calculated by
【請求項2】複数個の一質点系振り子からなる震動検出
装置と、各振り子の動きを速度値でとらえ電気信号を出
力する換振器と、前記電気信号の値をその時刻以前の値
に比較して各振り子の最大値を記憶する演算・記憶装置
と、前記演算・記憶装置のデータによりスペクトル強度
SI値を求める演算処理装置と、スペクトル強度SI値
を表示する表示装置とを具えたことを特徴とする地震動
の強度測定装置。
2. A vibration detecting device comprising a plurality of mass pendulums, a vibrator for detecting the movement of each pendulum at a velocity value and outputting an electric signal, and the value of the electric signal before that time. A calculation / storage device for comparing and storing the maximum value of each pendulum; a calculation processing device for obtaining a spectrum intensity SI value from the data of the calculation / storage device; and a display device for displaying the spectrum intensity SI value. An earthquake motion intensity measuring device.
JP2061242A 1990-03-14 1990-03-14 Seismic intensity measurement method and measuring device Expired - Lifetime JPH0635935B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2061242A JPH0635935B2 (en) 1990-03-14 1990-03-14 Seismic intensity measurement method and measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2061242A JPH0635935B2 (en) 1990-03-14 1990-03-14 Seismic intensity measurement method and measuring device

Publications (2)

Publication Number Publication Date
JPH03262930A JPH03262930A (en) 1991-11-22
JPH0635935B2 true JPH0635935B2 (en) 1994-05-11

Family

ID=13165570

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2061242A Expired - Lifetime JPH0635935B2 (en) 1990-03-14 1990-03-14 Seismic intensity measurement method and measuring device

Country Status (1)

Country Link
JP (1) JPH0635935B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6212885A (en) * 1985-07-10 1987-01-21 Tokyo Univ Earthquake motion intensity detecting method for control

Also Published As

Publication number Publication date
JPH03262930A (en) 1991-11-22

Similar Documents

Publication Publication Date Title
US11255990B2 (en) Internal structure detection system
JPS60214228A (en) Vibration analyzing method
EP0065992A1 (en) Stress distribution measuring instrument
US4296483A (en) Method and means for measuring geophone parameters
JPH07301557A (en) Galloping detector
JP2018044784A (en) Seismometer
JP7145646B2 (en) Building damage determination method and building damage determination system
US11835670B2 (en) Seismic observation device, seismic observation method, and recording medium in which seismic observation program is recorded
JP6773324B2 (en) Interlayer displacement analysis method and interlaminar displacement analysis device using a residential earthquake history meter
JPH07113721A (en) Vibration tester for structures, vibration test method, and jig for vibration test
JP6997431B2 (en) How to determine the amount of displacement of a building due to an earthquake
JP2000121743A (en) Evaluating method for seismic shake distribution
JPH0635935B2 (en) Seismic intensity measurement method and measuring device
JP3704220B2 (en) Positioning system for rockfall sources
TR2021020723A2 (en) A DIGITAL TWIN SYSTEM TO PREDICT STRUCTURES' RESPONSE TO NATURAL DISASTER
JPH09178864A (en) Geomagnetic detector
CN114966888B (en) Method and device for detecting mine earthquake sensor for mine micro-earthquake monitoring system
JPH089614Y2 (en) Vibration measurement device for construction work
US3058110A (en) Seismic signal display system
JPH03262929A (en) Method and instrument for measuring seismic intensity of earthquake shock
SU1491197A1 (en) Device for penetrating logging examinations
JP2601799B2 (en) Bearing failure prediction method
JP3696298B2 (en) Seismic evaluation method and apparatus for buildings
JP2505507B2 (en) Worker operating condition measuring device
Awad et al. Measurement of low-frequency mechanical vibrations based on an inverted magnetic pendulum