Nothing Special   »   [go: up one dir, main page]

CN211147976U - Device for frame modal test - Google Patents

Device for frame modal test Download PDF

Info

Publication number
CN211147976U
CN211147976U CN201922023077.1U CN201922023077U CN211147976U CN 211147976 U CN211147976 U CN 211147976U CN 201922023077 U CN201922023077 U CN 201922023077U CN 211147976 U CN211147976 U CN 211147976U
Authority
CN
China
Prior art keywords
frame
test
modal
frame test
plate
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.)
Active
Application number
CN201922023077.1U
Other languages
Chinese (zh)
Inventor
毛华健
李智
何运成
傅继阳
林海波
刘珍
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.)
Guangzhou University
Original Assignee
Guangzhou University
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 Guangzhou University filed Critical Guangzhou University
Priority to CN201922023077.1U priority Critical patent/CN211147976U/en
Application granted granted Critical
Publication of CN211147976U publication Critical patent/CN211147976U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The utility model relates to the field of modal testing, in particular to a device for frame modal testing, which comprises a plurality of frame test plates, a plurality of frame test columns and a bottom plate, wherein the plurality of frame test columns are adjustably fixed around the bottom plate; each frame test board is adjustably and fixedly connected with the plurality of frame test columns and is parallel to the bottom plate. The device adopts the convenient connected mode of dismantling to carry out the node consolidation, and simple structure can change experimental operating mode, modal parameter in a flexible way, guarantees that frame construction's natural frequency is in the effective collection interval of sensor.

Description

一种用于框架模态试验的装置A device for frame modal testing

技术领域technical field

本实用新型涉及模态测试领域,具体为一种用于框架模态试验的装置。The utility model relates to the field of modal testing, in particular to a device for frame modal testing.

背景技术Background technique

模态分析是研究结构动力特性的一种近代方法,是系统辨别方法在工程振动领域中的应用。一般来讲,模态分析是结构的一种固有振动特性,结构的每一阶模态都具有其特定的模态参数,包括模态频率、模态阻尼和模态振型。对于室内测试而言,获得这些模态参数的方法一般分为两类:第一类是通过有限元计算的方法来获得,第二类是利用传感器和数据采集设备获得输入输出数据,然后基于相关的参数识别方法来获得。这些方法都能有效地得到结构的模态参数,不同之处是基于实验数据获得的模态参数相比通过有限元计算得到的模态参数而言更为可靠,更接近结构的真实情况;但是对于利用模态试验获得的输入输出数据来辨识模态参数的手段,往往需要一个相应的试验平台来实现。Modal analysis is a modern method to study the dynamic characteristics of structures, and it is the application of the system identification method in the field of engineering vibration. In general, modal analysis is a natural vibration characteristic of a structure, and each mode of the structure has its specific modal parameters, including modal frequency, modal damping, and modal shape. For indoor testing, the methods for obtaining these modal parameters are generally divided into two categories: the first is to obtain by finite element calculation, the second is to use sensors and data acquisition equipment to obtain input and output data, and then based on correlation the parameter identification method to obtain. These methods can effectively obtain the modal parameters of the structure, the difference is that the modal parameters obtained based on the experimental data are more reliable than the modal parameters obtained by the finite element calculation, and are closer to the real situation of the structure; but For the means of identifying modal parameters by using the input and output data obtained from modal tests, a corresponding test platform is often needed to realize it.

一般框架模态试验涉及到的装置往往不具有多功能的特点,例如大多数的框架模态试验平台节点采用焊接方式或者其他一些不能快速拆卸的连接方式。此外,由于在实际的框架模态试验中往往会根据试验需求来改变结构的相关模态参数,如果其试验装置的固有频率未能在传感器的有效采集区间内,会导致模态试验结果有较大的偏差,可能需要重新搭建实验平台。The devices involved in general frame modal tests often do not have multifunctional features. For example, most of the frame modal test platform nodes are welded or some other connection methods that cannot be quickly disassembled. In addition, in the actual frame modal test, the relevant modal parameters of the structure are often changed according to the test requirements. If the natural frequency of the test device is not within the effective acquisition range of the sensor, the modal test results will be inconsistent. Large deviations may require rebuilding the experimental platform.

也就是说,传统的框架模态试验装置通常采用焊接的方式模拟固支约束,实验者不能根据实验需求方便有效地改变模态测试的实验工况。另一方面,由于大多数框架模态试验采用钢(铝)管、钢(铝)板来模拟框架结构的柱单元,这些材料往往具有较大的刚度,在进行模态测试时得到的结构基频往往较高,一般的传感器不能有效的对其进行采集,导致采集到的结构振动信号并不能真实代表结构的振动行为。That is to say, the traditional frame modal test device usually adopts welding to simulate the clamping constraints, and the experimenter cannot easily and effectively change the experimental conditions of the modal test according to the experimental requirements. On the other hand, since most frame modal tests use steel (aluminum) tubes and steel (aluminum) plates to simulate the column elements of the frame structure, these materials tend to have greater stiffness, and the structural foundation obtained during modal tests The frequency is often high, and general sensors cannot effectively collect them, resulting in the collected structural vibration signals that cannot truly represent the vibration behavior of the structure.

发明内容SUMMARY OF THE INVENTION

为了解决现有技术所存在的问题,本实用新型提供一种用于框架模态试验的装置,采用方便拆卸的连接方式进行节点固结,结构简单,可以灵活改变试验工况、模态参数,保证框架结构的固有频率在传感器的有效采集区间内。In order to solve the problems existing in the prior art, the utility model provides a device for frame modal test, which adopts a connection mode that is convenient for disassembly to consolidate the nodes, has a simple structure, and can flexibly change the test conditions and modal parameters. Ensure that the natural frequency of the frame structure is within the effective acquisition range of the sensor.

本实用新型采用如下技术方案来实现:用于框架模态试验的装置,包括若干块框架试验板、若干根框架试验柱及底板,若干根框架试验柱可调节地固定在底板四周;每一块框架实验板均与若干根框架试验柱可调节地固定连接,且平行于底板。The utility model adopts the following technical scheme to realize: the device used for frame modal test includes several frame test plates, several frame test columns and bottom plate, and several frame test columns are adjustable and fixed around the bottom plate; The test boards are fixedly connected with a number of frame test columns in an adjustable manner, and are parallel to the bottom plate.

在优选的技术方案中,每一块框架试验板和每一根框架试验柱之间通过直角钢片相连接,每一根框架试验柱与底板通过直角钢片相连接。In a preferred technical solution, each frame test plate and each frame test column are connected by right-angle steel sheets, and each frame test column and the bottom plate are connected by right-angle steel sheets.

在优选的技术方案中,所述直角钢片包括钢片本体和从钢片本体上延伸出来的侧翼,侧翼垂直于钢片本体,钢片本体及侧翼上均设有螺孔。In a preferred technical solution, the right-angle steel sheet includes a steel sheet body and side wings extending from the steel sheet body, the side wings are perpendicular to the steel sheet body, and both the steel sheet body and the side wings are provided with screw holes.

在优选的技术方案中,在每一块框架试验板和每一根框架试验柱之间的连接处还设有垫片,垫片与直角钢片分别位于框架试验板的顶端面和底端面。In a preferred technical solution, a gasket is also provided at the connection between each frame test plate and each frame test column, and the gasket and the right-angle steel sheet are respectively located on the top and bottom end surfaces of the frame test plate.

在优选的技术方案中,在底板与每一根框架试验柱之间的连接处还设有垫片,垫片与直角钢片分别位于底板顶端面和底端面。In a preferred technical solution, a gasket is also provided at the connection between the bottom plate and each frame test column, and the gasket and the right-angle steel sheet are respectively located on the top end surface and the bottom end surface of the bottom plate.

从以上技术方案可知,本实用新型设计框架模态试验平台,主要部件为框架试验装置。结构简单,方便拆卸和安装,外形适用性好,模态试验的工况可以灵活改变。与现有技术相比,本实用新型具有如下优点和有益效果:It can be known from the above technical solutions that the main component of the frame modal test platform designed by the present invention is a frame test device. Simple structure, easy disassembly and installation, good shape applicability, modal test conditions can be changed flexibly. Compared with the prior art, the utility model has the following advantages and beneficial effects:

1、本实用新型设计的用于框架模态试验的装置,原理简单,制造方便,采用螺栓、榫卯、卡扣等方便拆卸组装的连接方式进行节点固结,外形适用性好,其实验工况可灵活改变。1. The device for frame modal test designed by the utility model has simple principle and convenient manufacture. It adopts bolts, tenon and mortise joints, buckles, etc. to facilitate the disassembly and assembly of joints for joint consolidation. The situation can be changed flexibly.

2、根据实验需要,可以通过改变框架试验板的材料的种类、密度及截面尺寸(长度、宽度、厚度)等参数来改变框架试验板的质量和刚度,以改变结构的模态频率;也可以通过改变框架试验柱的材料的种类、密度及截面尺寸(长度、宽度、厚度)等参数来改变框架试验柱的质量和刚度,以改变结构的模态频率;还可以改变框架试验柱之间的间距,来改变框架试验平台的刚度,以改变结构的模态频率,一方面达到改变框架模态试验工况的目的,另一方面也可以使其有一个合适的固有频率来进行模态试验,进而保证框架结构的固有频率在传感器的有效采集区间内试验平台。2. According to the experimental needs, the quality and stiffness of the frame test plate can be changed by changing the material type, density and section size (length, width, thickness) and other parameters of the frame test plate to change the modal frequency of the structure; By changing the material type, density and section size (length, width, thickness) and other parameters of the frame test column, the quality and stiffness of the frame test column can be changed to change the modal frequency of the structure; it is also possible to change the distance between the frame test columns. Spacing, to change the stiffness of the frame test platform, to change the modal frequency of the structure, on the one hand to achieve the purpose of changing the frame modal test conditions, on the other hand, it can also make it have a suitable natural frequency for the modal test, Then it is ensured that the natural frequency of the frame structure is within the effective acquisition range of the sensor.

3、根据实验需要,还可以根据实验需要,改变框架结构的约束方式来改变结构的模态参数,通过在框架试验板上增减附加质量块来大幅改变结构的质量,通过改变螺母的约束方式来改变框架平台的边界条件,从而灵活改变试验工况及模态参数。3. According to the experimental needs, the modal parameters of the structure can be changed by changing the restraint method of the frame structure, the quality of the structure can be greatly changed by adding or removing additional mass blocks on the frame test plate, and the restraint method of the nut can be changed according to the experimental needs. To change the boundary conditions of the frame platform, so as to flexibly change the test conditions and modal parameters.

附图说明Description of drawings

图1是本实用新型装置的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the device of the present utility model;

图2是本实用新型框架试验板与试验柱的节点固结示意图;Fig. 2 is the joint consolidation schematic diagram of the frame test plate and the test column of the present utility model;

图3是本实用新型的直角钢板示意图;3 is a schematic diagram of a right-angle steel plate of the present invention;

图4是本实用新型调节试验柱间距的示意图;Fig. 4 is the schematic diagram of the utility model adjusting the test column spacing;

图5是本实用新型增加质量块的示意图。FIG. 5 is a schematic diagram of adding a mass block according to the present invention.

具体实施方式Detailed ways

下面结合实施例及附图对本实用新型作进一步的描述,但本实用新型的实施方式不限于此。The present utility model will be further described below with reference to the embodiments and the accompanying drawings, but the embodiments of the present utility model are not limited thereto.

实施例Example

如图1所示,本实施例中,用于框架模态试验的装置包括若干块框架试验板2、若干根框架试验柱1及底板3,若干根框架试验柱可调节地固定在底板四周;每一块框架实验板均与若干根框架试验柱可调节地固定连接,且平行于底板;即若干根框架试验柱在底板四周、每一块框架实验板上的固定位置均可调节。本实施例中,底板由一质量密度较大的钢板制成,保证在试验过程中底座不会与上部结构一起在水平面内发生平动现象。As shown in FIG. 1, in this embodiment, the device for frame modal test includes several frame test plates 2, several frame test columns 1 and bottom plate 3, and several frame test columns are adjustably fixed around the bottom plate; Each frame test board is adjustable and fixedly connected with several frame test columns and is parallel to the bottom plate; that is, the fixed positions of several frame test columns around the bottom plate and each frame test board can be adjusted. In this embodiment, the bottom plate is made of a steel plate with a relatively high mass density, so as to ensure that the base and the upper structure will not be translated in the horizontal plane together with the upper structure during the test.

框架试验板和框架试验柱之间的连接方式如图2所示。本实施例通过其中一根框架试验柱来进行阐述,其他框架试验柱相同。每一块框架试验板和每一根框架试验柱之间通过两个直角钢片4相连接,每一根框架试验柱与底板通过两个直角钢片4相连接。每个直角钢片均包括钢片本体41和从钢片本体上延伸出来的侧翼42,侧翼垂直于钢片本体,钢片本体及侧翼上均设有螺孔;在每个直角钢片上设有3个螺孔,如图3所示,通过螺杆和螺母使直角钢片与框架试验板、框架试验柱固定。此外,在每一块框架试验板和每一根框架试验柱之间的连接处还设有垫片5,垫片与所述两个直角钢片分别位于框架试验板的顶端面和底端面。类似的,在底板与每一根框架试验柱之间的连接处还设有垫片5,垫片与所述两个直角钢片分别位于底板顶端面和底端面。The connection between the frame test plate and the frame test column is shown in Figure 2. This embodiment is described by one of the frame test columns, and the other frame test columns are the same. Each frame test plate and each frame test column are connected by two right-angle steel sheets 4 , and each frame test column and the bottom plate are connected by two right-angle steel sheets 4 . Each right-angle steel sheet includes a steel sheet body 41 and side wings 42 extending from the steel sheet body, the side wings are perpendicular to the steel sheet body, and the steel sheet body and the side wings are provided with screw holes; each right-angle steel sheet is provided with Three screw holes, as shown in Figure 3, are used to fix the right-angle steel sheet to the frame test plate and the frame test column through screws and nuts. In addition, a spacer 5 is also provided at the connection between each frame test plate and each frame test column, and the spacer and the two right-angle steel sheets are respectively located on the top end surface and the bottom end surface of the frame test plate. Similarly, a gasket 5 is also provided at the connection between the bottom plate and each frame test column, and the gasket and the two right-angle steel sheets are respectively located on the top and bottom end surfaces of the bottom plate.

本实施例中,若干根框架试验柱固定在底板的四个角,若干根框架试验柱与每一块框架实验板的四个角连接。每一块框架试验板的四个角均设置了四个螺孔,使直角钢片的钢片本体通过相应的螺杆和螺母,实现框架试验板与框架试验柱的相连。底板及每一块框架试验板的四个角均设置了对应的垫片,通过相应的螺杆和螺母将框架试验板相连,以此来保证每层框架试验板和框架试验柱节点的约束质量。每根框架试验柱均设置了螺孔,用于固定连接直角钢片的侧翼。In this embodiment, several frame test columns are fixed on the four corners of the bottom plate, and several frame test columns are connected to the four corners of each frame test plate. The four corners of each frame test plate are provided with four screw holes, so that the steel body of the right-angle steel sheet can be connected with the frame test column through the corresponding screws and nuts. The bottom plate and the four corners of each frame test plate are provided with corresponding gaskets, and the frame test plates are connected by corresponding screws and nuts, so as to ensure the restraint quality of each layer of the frame test plate and the frame test column joints. Each frame test column is provided with screw holes for fixing the flanks of right-angle steel sheets.

本实用新型装置可根据实验需要,更换框架试验板和框架试验柱的材料种类,改变其质量密度,截面尺寸(长度、宽度、厚度)等,以达到实验的需求,使框架的固有频率在传感器的测量范围之内。同时,在试验板的其他部位也钻有其他螺孔,以便根据实验需要来改变试验板与试验柱之间的距离,从而实现若干根框架试验柱与底板、框架实验板的可调节固定连接,改变其刚度,达到实验的目的,如图4所示。另外,也可根据实验的需要,在框架试验板上增加质量块6,通过改变该框架的质量,以达到实验的效果,其如图5所示。The device of the utility model can change the material types of the frame test plate and the frame test column according to the needs of the experiment, and change the mass density, section size (length, width, thickness), etc., to meet the needs of the experiment, so that the natural frequency of the frame is in the sensor. within the measurement range. At the same time, other screw holes are drilled in other parts of the test plate, so that the distance between the test plate and the test column can be changed according to the needs of the experiment, so as to realize the adjustable and fixed connection of several frame test columns and the bottom plate and the frame test plate. Change its stiffness to achieve the purpose of the experiment, as shown in Figure 4. In addition, according to the needs of the experiment, a mass block 6 can be added to the frame test plate, and the effect of the experiment can be achieved by changing the mass of the frame, as shown in FIG. 5 .

本实用新型装置改变框架结构的固有频率,所涉及的原理如下公式所示:The device of the utility model changes the natural frequency of the frame structure, and the principle involved is shown in the following formula:

Figure BDA0002282830310000041
Figure BDA0002282830310000041

其中ω为框架结构的固有频率,k,m分别代表该框架试验平台单位的刚度和质量。where ω is the natural frequency of the frame structure, and k and m represent the stiffness and mass of the frame test platform unit, respectively.

本实用新型装置不仅仅局限在模态测试领域,可以用于相应的振动控制,结构损伤识别等领域;也不仅仅局限在模态测试的框架试验,同样可以应用到模态测试的梁杆件试验,只需将框架结构中相应的试验板去掉即可。此外,本实用新型装置涉及到的相关垫片和连接部件形状可以多种多样。The device of the utility model is not only limited to the field of modal testing, but can be used for corresponding vibration control, structural damage identification and other fields; it is not only limited to the frame test of modal testing, but can also be applied to beam rods of modal testing. For the test, just remove the corresponding test board in the frame structure. In addition, the shapes of related gaskets and connecting parts involved in the device of the present invention can be varied.

上述实施例为本实用新型较佳的实施方式,但本实用新型的实施方式并不受上述实施例的限制,其他的任何未背离本实用新型的精神实质与原理下所作的改变、修饰、替代、组合、简化,均应为等效的置换方式,都包含在本实用新型的保护范围之内。The above-mentioned embodiments are preferred embodiments of the present utility model, but the embodiments of the present utility model are not limited by the above-mentioned embodiments, and any other changes, modifications, and substitutions made without departing from the spirit and principle of the present utility model , combination and simplification, all should be equivalent replacement methods, which are all included in the protection scope of the present invention.

Claims (8)

1.一种用于框架模态试验的装置,其特征在于,包括若干块框架试验板、若干根框架试验柱及底板,若干根框架试验柱可调节地固定在底板四周;每一块框架实验板均与若干根框架试验柱可调节地固定连接,且平行于底板。1. a device for frame modal test, is characterized in that, comprises some frame test plates, some frame test columns and base plate, and some frame test columns are adjustable and fixed around the base plate; each frame test plate All of them are adjustable and fixedly connected with several frame test columns, and are parallel to the bottom plate. 2.根据权利要求1所述的用于框架模态试验的装置,其特征在于,每一块框架试验板和每一根框架试验柱之间通过直角钢片相连接,每一根框架试验柱与底板通过直角钢片相连接。2. The device for frame modal test according to claim 1, wherein each frame test plate and each frame test column are connected by right-angle steel sheets, and each frame test column is connected to The bottom plates are connected by right-angle steel sheets. 3.根据权利要求2所述的用于框架模态试验的装置,其特征在于,所述直角钢片包括钢片本体和从钢片本体上延伸出来的侧翼,侧翼垂直于钢片本体,钢片本体及侧翼上均设有螺孔。3. The device for frame modal test according to claim 2, wherein the right-angle steel sheet comprises a steel sheet body and side wings extending from the steel sheet body, the side wings are perpendicular to the steel sheet body, and the steel sheet There are screw holes on the sheet body and the side wings. 4.根据权利要求2所述的用于框架模态试验的装置,其特征在于,在每一块框架试验板和每一根框架试验柱之间的连接处还设有垫片,垫片与直角钢片分别位于框架试验板的顶端面和底端面。4. The device for frame modal test according to claim 2, characterized in that, a gasket is also provided at the connection between each frame test plate and each frame test column, and the gasket and the right angle The steel sheets are located on the top and bottom faces of the frame test plate, respectively. 5.根据权利要求2所述的用于框架模态试验的装置,其特征在于,在底板与每一根框架试验柱之间的连接处还设有垫片,垫片与直角钢片分别位于底板顶端面和底端面。5. The device for frame modal test according to claim 2, wherein a gasket is also provided at the connection between the bottom plate and each frame test column, and the gasket and the right-angle steel sheet are respectively located at The top and bottom surfaces of the base plate. 6.根据权利要求2所述的用于框架模态试验的装置,其特征在于,每一块框架试验板和每一根框架试验柱之间通过两个直角钢片相连接,每一根框架试验柱与底板通过两个直角钢片相连接。6. The device for frame modal test according to claim 2, wherein each frame test plate and each frame test column are connected by two right-angle steel sheets, and each frame test The column and the base plate are connected by two right-angle steel sheets. 7.根据权利要求1所述的用于框架模态试验的装置,其特征在于,若干根框架试验柱固定在底板的四个角,若干根框架试验柱与每一块框架实验板的四个角连接。7. The device for frame modal test according to claim 1, wherein several frame test columns are fixed at the four corners of the bottom plate, and several frame test columns are connected to the four corners of each frame test plate connect. 8.根据权利要求1所述的用于框架模态试验的装置,其特征在于,在框架试验板上增加质量块。8 . The apparatus for frame modal testing according to claim 1 , wherein a mass is added to the frame test plate. 9 .
CN201922023077.1U 2019-11-21 2019-11-21 Device for frame modal test Active CN211147976U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922023077.1U CN211147976U (en) 2019-11-21 2019-11-21 Device for frame modal test

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922023077.1U CN211147976U (en) 2019-11-21 2019-11-21 Device for frame modal test

Publications (1)

Publication Number Publication Date
CN211147976U true CN211147976U (en) 2020-07-31

Family

ID=71774523

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922023077.1U Active CN211147976U (en) 2019-11-21 2019-11-21 Device for frame modal test

Country Status (1)

Country Link
CN (1) CN211147976U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113192395A (en) * 2021-05-07 2021-07-30 哈尔滨工业大学 Can assemble multi-functional shearing type frame construction dynamics experiment model device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113192395A (en) * 2021-05-07 2021-07-30 哈尔滨工业大学 Can assemble multi-functional shearing type frame construction dynamics experiment model device

Similar Documents

Publication Publication Date Title
CN210051510U (en) An experimental device for studying the force of ocean waves
CN108344852A (en) A kind of k0Under the conditions of no-Co-alloy steel anisotropy shear wave velocity and relative density joint test experimental rig and method
CN211147976U (en) Device for frame modal test
Yamuna et al. Vibration analysis of beam with varying crack location
CN109098161A (en) A kind of layered rolling roadbed is respectively to shear wave speed test device and method
Lin Modelling, detection and identification of flexural crack damages in beams using frequency response functions
Blasi et al. Determining the axial force in metallic rods
Montalvão et al. An alternative method to the identification of the modal damping factor based on the dissipated energy
CN204461844U (en) Be applicable to the sample preparation device of jointed rock mass direct shear test
Lee et al. Anti-symmetric mode vibration of a curved beam subject to autoparametric excitation
CN102645488A (en) Steel roof truss damage diagnosis device
CN205090907U (en) Real -time measuring device of three dimensions displacement
CN212391187U (en) Reliability test fixture and reliability test device
CN110793870A (en) Rock joint double-face shear strength testing device and testing method
CN217484151U (en) A test device for simulating the effect of disturbance loads on reinforced concrete
CN116975608A (en) Structural vibration mode identification method based on main component analysis of narrow-band filtering
Lu et al. Experimental study and numerical analysis of a composite bridge structure
CN113192395B (en) Can assemble multi-functional shearing formula frame construction dynamics experiment model device
Singhal et al. Free vibration of partially clamped rectangular plates with and without rigid point supports
CN219015668U (en) Steel frame structure model for verifying structural damage identification method
Boscato et al. Interface modeling in load transfer mechanisms of multi-leaf masonry panels
CN112129921A (en) Sample preparation mold and test system for soil vibration parameter test
CN207797933U (en) A kind of device for measuring Charpy bar side swell increment
Aktas et al. Computer-Aided Mold Design Algorithm for Precast Concrete Elements.
CN113094790A (en) Calculation method for self-vibration frequency of pretensioned prestressed concrete simply-supported hollow slab beam

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant