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Derivation of energy-based base shear force coefficient considering hysteretic behavior and P-delta effects 被引量:2
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作者 Taner Ucar Onur Merter 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2018年第1期149-163,共15页
A modified energy-balance equation accounting for P-delta effects and hysteretic behavior of reinforced concrete members is derived. Reduced hysteretic properties of structural components due to combined stiffness and... A modified energy-balance equation accounting for P-delta effects and hysteretic behavior of reinforced concrete members is derived. Reduced hysteretic properties of structural components due to combined stiffness and strength degradation and pinching effects, and hysteretic damping are taken into account in a simple manner by utilizing plastic energy and seismic input energy modification factors. Having a pre-selected yield mechanism, energy balance of structure in inelastic range is considered. P-delta effects are included in derived equation by adding the external work of gravity loads to the work of equivalent inertia forces and equating the total external work to the modified plastic energy. Earthquake energy input to multi degree of freedom(MDOF) system is approximated by using the modal energy-decomposition. Energybased base shear coefficients are verified by means of both pushover analysis and nonlinear time history(NLTH) analysis of several RC frames having different number of stories. NLTH analyses of frames are performed by using the time histories of ten scaled ground motions compatible with elastic design acceleration spectrum and fulfilling duration/amplitude related requirements of Turkish Seismic Design Code. The observed correlation between energy-based base shear force coefficients and the average base shear force coefficients of NLTH analyses provides a reasonable confidence in estimation of nonlinear base shear force capacity of frames by using the derived equation. 展开更多
关键词 energy-based base shear force coefficient reduced hysteretic behavior P-delta effect pushover analysis nonlinear time history analysis
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Seismic performance evaluation of steel frame-steel plate shear walls system based on the capacity spectrum method 被引量:3
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作者 Jian-hua SHAO Qiang GU Yong-kang SHEN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2008年第3期322-329,共8页
This paper presents some methods that the standard acceleration design response spectra derived from the present China code for seismic design of buildings are transformed into the seismic demand spectra, and that the... This paper presents some methods that the standard acceleration design response spectra derived from the present China code for seismic design of buildings are transformed into the seismic demand spectra, and that the base shear force-roof displacement curve of structure is converted to the capacity spectrum of an equivalent single-degree-of-freedom (SDOF) system. The capacity spectrum method (CSM) is programmed by means of MATLABT.0 computer language. A dual lateral force resisting system of 10-story steel frame-steel plate shear walls (SPSW) is designed according to the corresponding China design codes. The base shear force-roof displacement curve of structure subjected to the monotonic increasing lateral inverse triangular load is obtained by applying the equivalent strip model to stimulate SPSW and by using the finite element analysis software SAP2000 to make Pushover analysis. The seismic performance of this dual system subjected to three different conditions, i.e. the 8-intensity frequently occurred earthquake, fortification earthquake and seldom occurred earthquake, is evaluated by CSM program. The excessive safety of steel frame-SPSW system designed according to the present China design codes is pointed out and a new design method is suggested. 展开更多
关键词 Steel frame-steel plate shear walls (SPSW) system Capacity spectrum method (CSM) Seismic demand spectrum base shear force-roof displacement Seismic performance evaluation
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Microstructure and shear strength of the brazed joint of Ti(C,N)-based cermet to steel 被引量:8
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作者 YE Dameng, XIONG Weihao, Zhang Xiuhai, QU Jun, and YAO Zhenghua State Key Laboratory of Plastic Forming Simulation and Die & Mould Technology, Huazhong University of Science and Technology, Wuhan 430074, China 《Rare Metals》 SCIE EI CAS CSCD 2010年第1期72-77,共6页
Firm joins were obtained between Ti(C,N)-based cermet and steel with Ag-Cu-Zn-Ni filler metal by vacuum brazing. The effects of technological parameters such as brazing temperature, holding time, and filler thicknes... Firm joins were obtained between Ti(C,N)-based cermet and steel with Ag-Cu-Zn-Ni filler metal by vacuum brazing. The effects of technological parameters such as brazing temperature, holding time, and filler thickness on the shear strength of the joints were investigated. The microstructure of welded area and the reaction products of the filler metal were examined by scanning electron microscopy (SEM), metallographic microscope (OM), energy-dispersive X-ray analysis (EDS), and X-ray diffraction (XRD). The brazing temperature of 870℃, holding time of 15 min, and filler thickness of 0.4 mm are a set of optimum technological parameters, under which the maximum shear strength of the joints, 176.5 MPa, is achieved. The results of microstructure show that the wettability of the filler metal on Ti(C,N)-based cermet and steel is well. A mutual solution layer and a diffusion layer exist between the welding base materials and the filler metal. 展开更多
关键词 Ti(C N)-based cermet vacuum brazing filler metal shear strength interface structure
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EFFECTS OF TEMPERING TEMPERATURE AND TIME ON SHEAR MODULUS OF Fe-Mn BASED ALLOYS
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《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1992年第1期25-28,共4页
Effects of the tempering temperature and time on the shear modulus of Fe-Mn based alloys have been studied.The results show that(ΔG/G)-Tcurves of tempered alloys containing Cr and Ti have two extreme values—maximum ... Effects of the tempering temperature and time on the shear modulus of Fe-Mn based alloys have been studied.The results show that(ΔG/G)-Tcurves of tempered alloys containing Cr and Ti have two extreme values—maximum and minimum,and that the curves of tem- pered alloys containing Cr,Ni,W and C only have a maximum value.This is the reason that Ni,W and C decrease the transformation point T_N of the antiferromagnetism.The ΔG_λ ef- feet increases gradually with the rise of tempering temperature or with the increase of tem- pering time. 展开更多
关键词 Fe-Mn based alloys shear modulus TEMPERING antiferromagnetism shear modulus
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"Extended" shear bands in interior of Pd-based bulk metallic glasses
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作者 Li Liu He Song +2 位作者 Xiang-Jin Zhao Wei Du Tao Zhang 《Rare Metals》 SCIE EI CAS CSCD 2018年第1期54-58,共5页
Shear bands in the interior of Pd(79)Cu6Si(10)P5,Pd(79)Cu3Ag3Si(10)P5, and Pd(79)Cu4Au2Si(10)P5 bulk metallic glasses were investigated by optical microscopy(OM) and scanning electron microscopy(SEM). ... Shear bands in the interior of Pd(79)Cu6Si(10)P5,Pd(79)Cu3Ag3Si(10)P5, and Pd(79)Cu4Au2Si(10)P5 bulk metallic glasses were investigated by optical microscopy(OM) and scanning electron microscopy(SEM). No shear bands can be observed in the samples before etching. By etching in aqua regia solution, shear bands are found to be susceptible to preferential etching, and multiple etched bands could be observed. The thickness of the etched bands is about 1-7 μm. Therefore, the preferentially etched shear bands found in the study are called the "extended" shear bands.The "extended" shear bands can be divided into three classes according to their features: early, developing, and well-developed "extended" shear bands with thickness of about 1, 5, and 7 μm, respectively. The interface between the well-developed "extended" shear bands and the matrix is clearer than that of the others. 展开更多
关键词 Metallic glasses Palladium-based alloy shear bands shear band thickness
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Introduction of Simulating the Motion of Rigid Ellipsoidal Objects in Ductile Shear Zone Based on the Jeffery's Theory
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作者 Yang Rui Da Zhijiang 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2017年第S1期123-124,共2页
Rigid ellipsoidal objects(gravels and porphyroclasts)in ductile zone is an important factor to indicate the kinematics and dynamics.Jeffery’s theory(Jeffery G,1922),a quantitative research method,for the rotation oft... Rigid ellipsoidal objects(gravels and porphyroclasts)in ductile zone is an important factor to indicate the kinematics and dynamics.Jeffery’s theory(Jeffery G,1922),a quantitative research method,for the rotation ofthe rigid objects(no deformation)in the Newtonian fluid of the simple deformation field has been widely applied by geologists to the study of fabrics in rocks.The theory 展开更多
关键词 Introduction of Simulating the Motion of Rigid Ellipsoidal Objects in Ductile shear Zone based on the Jeffery’s Theory
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Friction Shear Stress on the Surface of Iron-Based Coating/HSS during Sliding Wear of Pin Disk
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作者 Huajun Wang Kangkang Gan +2 位作者 Xiaoguang Zhou Songshan Yan Longfei Niu 《Journal of Applied Mathematics and Physics》 2017年第9期1694-1701,共8页
With the increasing demand for lightweight and lower fuel consumption and safety of automobile industry, lightweight materials of high strength steel (HSS) are more and more widely used. The hot stamping technology, w... With the increasing demand for lightweight and lower fuel consumption and safety of automobile industry, lightweight materials of high strength steel (HSS) are more and more widely used. The hot stamping technology, which is determined by the inherent mechanical properties of high strength steel, makes molds prone to wear failure in the harsh service environments. In this paper, a finite element model is proposed for analyzing the value and distributions law of friction shear stress of contact surface of the pin disk. Through the simulation process of sliding wear, two kinds of different cladding materials of the pin specimens including H13 and Fe65, were experimented under three different loads by using the software ABAQUS. And then the pin-on- disk wear test at elevated temperature was conducted to verify the effectiveness of the simula-tion results. The results showed that the friction shear stress of pin with iron-based cladding and H13 steel was different under different loads, but the distribution was basically the same;the normal friction shear stress increased gradually along the direction of the pin movement, and the tangential shear stress increased gradually from the center of the pin to the outside of the circle;the value of the friction shear stress of the normal joints on the contact surface was periodically fluctuating in the whole dynamic analysis step, while it was basically stable in the tangential direction. 展开更多
关键词 High Strength Steel IRON-baseD CLADDING SLIDING Wear FRICTION shear Stress Finite Element Analysis
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复合材料层合板的摄动随机Cell-Based光滑有限元 被引量:2
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作者 周立明 孟广伟 +2 位作者 李鹏 李锋 李霄琳 《计算力学学报》 CAS CSCD 北大核心 2014年第4期419-424,共6页
随机性是实际工程结构的固有特性,如何更真实地描述含随机参数结构的随机响应及统计特性,对工程结构的可靠性设计具有非常重要的意义。本文基于Cell-Based光滑有限元,采用四边形单元,推导了基于一阶剪切变形理论的复合材料层合板的光滑... 随机性是实际工程结构的固有特性,如何更真实地描述含随机参数结构的随机响应及统计特性,对工程结构的可靠性设计具有非常重要的意义。本文基于Cell-Based光滑有限元,采用四边形单元,推导了基于一阶剪切变形理论的复合材料层合板的光滑有限元公式,降低了网格划分要求,适应不规则网格,并采用离散剪切间隙有效地消除了剪切自锁;结合摄动法和随机场理论,导出了复合材料层合板的摄动随机光滑有限元平衡方程,并给出了结构随机响应数字特征的计算公式,求解了材料属性含随机性的复合材料层合板的随机响应问题,数值算例结果表明了本方法的有效性和准确性。 展开更多
关键词 摄动随机Cell-based光滑有限元 剪切自锁 高斯随机场 复合材料层合板
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Research on CMT welding of nickel-based alloy with stainless steel 被引量:7
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作者 林三宝 范成磊 +1 位作者 宋建岭 杨春利 《China Welding》 EI CAS 2007年第3期23-26,共4页
Cold Metal Transfer (CMT) welding technique is a new welding technique introduced by Fronins company. CMT welding of nickel-based alloy with stainless steel was carried out using CuSi3 filler wire in this paper. Eff... Cold Metal Transfer (CMT) welding technique is a new welding technique introduced by Fronins company. CMT welding of nickel-based alloy with stainless steel was carried out using CuSi3 filler wire in this paper. Effects of welding parameters, including welding current, welding speed, etc, on weld surface appearance were tested. Microstructure and mechanical properties of CMT weld were studied. The results shaw that the thickness of interface reaction layer of the nickel- based alloy is 14. 3 μm, which is only 4. 33% of base material. The weld is made up of two phases, α-copper and iron-based solid solution. Rupture occurs initially at the welded seam near the edge of stainless steel in shear test. The maximum shear strength of the CuSi3 welded joint is 184. 9 MPa. 展开更多
关键词 CMT welding nickel-based alloy MICROSTRUCTURE shear strength
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Elastoplastic cup model for cement-based materials
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作者 Yan ZHANG Jian-fu SHAO 《Water Science and Engineering》 EI CAS 2010年第1期102-112,共11页
Based on experimental data obtained from triaxial tests and a hydrostatic test, a cup model was formulated. Two plastic mechanisms, respectively a deviatoric shearing and a pore collapse, are taken into account. This ... Based on experimental data obtained from triaxial tests and a hydrostatic test, a cup model was formulated. Two plastic mechanisms, respectively a deviatoric shearing and a pore collapse, are taken into account. This model also considers the influence of confining pressure. In this paper, the calibration of the model is detailed and numerical simulations of the main mechanical behavior of cement paste over a large range of stress are described, showing good agreement with experimental results. The ease study shows that this cup model has extensive applicability for cement-based materials and other quasi-brittle and high-porosity materials in a complex stress state. 展开更多
关键词 cup model cement-based materials plastic shearing mechanism plastic porecollapse mechanism numerical simulation
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Microstructure and Mechanical Properties of Resistance Spot Welds for Fe-based Metallic Glass 被引量:1
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作者 王善林 GONG Yubing +3 位作者 LI Juan LI Hongxiang MAO Yuqing KE Liming 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2018年第4期946-951,共6页
The lap joints of Fe-based metallic glass ribbons were carried by resistance spot welding, and the microstructures of spot welds were investigated by X-ray diffraction and transmission electron microscopy. The results... The lap joints of Fe-based metallic glass ribbons were carried by resistance spot welding, and the microstructures of spot welds were investigated by X-ray diffraction and transmission electron microscopy. The results indicated that the perfect formations of joints without typical defects such as spatter were achieved with optimized parameters. Except for little nano-particle Fe2B, no other crystalline particle was detected by TEM, revealing that the most microstructure in spot weld remains amorphous. The maximum tensile-shearing force was 45.0 N with the optimized parameters of 1 kA weld current, 30 N electrode force and 0.02 ms weld time. The spot weld failed as pullout failure mode propagating along the interface of nugget zone. The study demonstrates that resistance spot welding is an effective and practical welding process for Fe-based metallic glass. 展开更多
关键词 Fe-based metallic glass resistance spot welding microstructure tensile-shearing force
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Stress dependence of the creep behaviors and mechanisms of a third-generation Ni-based single crystal superalloy 被引量:5
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作者 Quanzhao Yue Lin Liu +5 位作者 Wenchao Yang Chuang He Dejian Sun Taiwen Huang Jun Zhang Hengzhi Fu 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2019年第5期752-763,共12页
Elevated temperature creep behaviors at 1100℃ over a wide stress regime of 120-174 MPa of a thirdgeneration Ni-based single crystal superalloy were studied. With a reduced stress from 174 to 120 MPa, the creep life i... Elevated temperature creep behaviors at 1100℃ over a wide stress regime of 120-174 MPa of a thirdgeneration Ni-based single crystal superalloy were studied. With a reduced stress from 174 to 120 MPa, the creep life increased by a factor of 10.5, from 87 h to 907 h, presenting a strong stress dependence. A splitting phenomenon of the close-(about 100 nm) and sparse-(above 120 nm) spaced dislocation networks became more obvious with increasing stress. Simultaneously, ao<010> superdislocations with low mobil让ies were frequently observed under a lower stress to pass through γ precipitates by a combined slip and climb of two ao<110> superpartials or pure climb. However, ao<110> superdislocations with higher mobility were widely found under a higher stress, which directly sheared into y precipitates. Based on the calculated critical resolved shear stresses for various creep mechanisms, the favorable creep mechanism was systematically analyzed. Furthermore, combined with the microstructural evolutions during different creep stages, the dominant creep mechanism changed from the dislocation climbing to Orowan looping and precipitates shearing under a stress regime of 137-174MPa, while the dislocation dim bing mechanism was operative throughout the whole creep stage un der a stress of 120 MPa, resulting a superior creep performanee. 展开更多
关键词 NI-baseD single crystal SUPERALLOY CREEP DISLOCATION network Critical resolved shear STRESS CREEP mechanism
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A GENERALIZED MODELING FOR CEMENT-BASED MATERIALS UNDER LARGE RANGE OF COMPRESSION STATE
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作者 Yan Zhang 1 ,2 Jianfu Shao 2 Shouyi Xie 2 ( 1 College of Mechanics and Materials, Hohai University, Nanjing 210098, China) ( 2 Laboratory of Mechanics of Lille, UMR 8107 CNRS, Polytech’Lille, Villeneuve d’Ascq 59655, France) 《Acta Mechanica Solida Sinica》 SCIE EI 2011年第S1期22-33,共12页
The aim of this study is to describe the main behavior of cement-based materials under large compression state based on the recent experimental research. In this paper, the strainstress relations are firstly analyzed ... The aim of this study is to describe the main behavior of cement-based materials under large compression state based on the recent experimental research. In this paper, the strainstress relations are firstly analyzed and confining pressure state is regarded as low/medium/high state. A generalized cup modeling is introduced by a coupled deviatoric shearing, pore collapse and damage mechanism within thermodynamic framework. A series of numerical simulations are performed for the considered cement paste and concrete. Comparisons between numerical predictions and experimental results show that the proposed model is able to describe the main features of mechanical behavior under large range of compression state. 展开更多
关键词 cement-based materials cup modeling deviatoric shearing pore collapse damage criterion large range of compression state
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Use of GIS Based Maps for Preliminary Assessment of Subsoil of Guwahati City 被引量:1
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作者 Binu Sharma Shaffi Kamal Rahman 《Journal of Geoscience and Environment Protection》 2016年第5期106-116,共11页
Guwahati, the major city in the North Eastern region of India is growing rapidly in every aspect with major infrastructures like sports complex, educational institutions, hospitals, flyovers, multiplex halls, etc. Kno... Guwahati, the major city in the North Eastern region of India is growing rapidly in every aspect with major infrastructures like sports complex, educational institutions, hospitals, flyovers, multiplex halls, etc. Knowledge of the subsurface soil condition is necessary to ensure the structural safety and serviceability of the above mentioned structures before any construction. Therefore, contour maps of Standard penetration test N value, ground water table and shear wave velocity map using Geographical Information System (GIS) platform will be of great help to the foundation designers at the initial stage for site selection and preliminary foundation design under static and seismic condition. Contour maps of Standard penetration test N value at different depth and average contour map of N value of Guwahati city have been prepared. Standard penetration Test N values and depth of water table were taken from a data base of 200 boreholes up to 30 meter depth to prepare N value contour map of Guwahati city. A regression equation between shear wave velocity V<sub>s</sub> and Standard penetration test N value based on twenty seven previous similar correlations was also developed. This regression equation was used to determine shear wave velocity of Guwahati city. The average shear wave velocities for 30 m depth for all locations had been determined and used to generate map on (GIS) platform. Other subsurface geotechnical information of Guwahati city like soil classification and depth to water level from ground surface is also presented in the form of GIS based maps in order to form a data base. 展开更多
关键词 Standard Penetration Test shear Wave Velocity Contour Map GIS based Maps Subsurface Investigation
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Decomposition of carboxymethyl cellulose based on nano-knife principle
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作者 Qin Zhou Li Hong +1 位作者 Marcello Di Bonito Gang Pan 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2019年第6期93-98,共6页
The traditional degradation of organic pollutants is based on the sacrifice of chemical or biological reagents. In this study, a purely physical technique was developed to break the chemical bonds and consequently dec... The traditional degradation of organic pollutants is based on the sacrifice of chemical or biological reagents. In this study, a purely physical technique was developed to break the chemical bonds and consequently decompose macromolecules in aqueous solution. Assisted with a high-speed mechanical blade, refined quartz sand grains with particularly sharp nanoscale edges can act as ‘nano-knives', which are able to cut the long chain of carboxymethyl cellulose(CMC, as a model molecule). High performance size exclusion chromatography measurements evidenced that the original CMC molecules(41,000 Da) were decomposed into a series of smaller molecules(460, 1000, 2200, 21,000, 27,000 and 31,000 Da). Consequently, the initial viscosity of the CMC solution(2 g/L) rapidly decreased by approximately 50% after 3 min treatment by the nano-knife materials along with the mechanical blade. Fourier transform infrared(FTIR) spectra indicated that the original functional groups were still present and new functional groups were not produced after shearing. The intensity of the main functional groupβ-1-4-glycosidic bond(wavenumber 1062 cm-1) was observed to markedly decrease after shearing. These results indicated that the long-chain CMC was cleaved into short-chain CMC. A degradation mechanism was proposed whereby the cutting force generated by the rapid motion of the nano-knives may be responsible for the breakage of β-1-4-glycosidic bonds in the macromolecular cellulose backbone. These results provide support for a potentially more affordable and environment-friendly strategy for physical-based decomposition of recalcitrant organic pollutants from aqueous solution without the need of chemical or biological reagents. 展开更多
关键词 Nano-knives shear degradation CARBOXYMETHYL CELLULOSE Glycosidic bond Physical-based DECOMPOSITION
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Yield anisotropy and tension/compression asymmetry of a Ni_3 Al based intermetallic alloy 被引量:2
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作者 Chen Lei Wen Weidong +2 位作者 Cui Haitao Zhang Hongjian Xu Ying 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2013年第3期801-806,共6页
In order to investigate the yielding behavior of the newly developed Ni 3 Al-based intermetallic alloy IC10, yield stresses have been measured in tension and compression with different orientations. The specimens were... In order to investigate the yielding behavior of the newly developed Ni 3 Al-based intermetallic alloy IC10, yield stresses have been measured in tension and compression with different orientations. The specimens were cut from a sheet with different angles inclined from the solidification direction. The inclined angles were taken to be 0 , 22.5 , 45 , 67.5 and 90 . All experiments were conducted at room temperature except for orientation 0 , whose deformation temperatures ranged from 298 to 1273 K. Experimental results show that the yield strength of alloy IC10 has the anomalous behavior which has been observed for other Ll 2 -long-range ordered intermetallic alloys, but it is less pronounced. The abnormalities show the following characteristics: (i) the yield strength increases as the temperature is raised below the peak temperature, (ii) yield strength anisotropy, (iii) tension/compression asymmetry. Compared to Ni 3 Al single crystals, the polycrystalline exhibits some different yielding behaviors which may be due to the high volume fraction of c phase. 展开更多
关键词 Alloy IC10 Critical resolved shear stress (CRSS) INTERMETALLICS Ni 3 Al-based superalloy Plastic anisotropy t/c Asymmetry
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初始剪应力和循环应力方向对饱和密砂液化特性的影响
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作者 张迎宾 覃一巧 +3 位作者 张世豪 魏江涛 熊亦翔 刘永航 《岩土工程学报》 北大核心 2025年第11期2246-2254,共9页
边坡土单元体在地震荷载作用期间同时受到初始剪应力和循环应力的作用,且初始剪应力和循环应力作用方向往往不同。为探究初始剪应力和循环应力作用方向对饱和密砂液化特性的影响,对饱和密砂进行了一系列固结不排水多向循环单剪试验。试... 边坡土单元体在地震荷载作用期间同时受到初始剪应力和循环应力的作用,且初始剪应力和循环应力作用方向往往不同。为探究初始剪应力和循环应力作用方向对饱和密砂液化特性的影响,对饱和密砂进行了一系列固结不排水多向循环单剪试验。试验结果表明:饱和密砂的破坏模式主要包括循环活动性和累积塑性应变两种,破坏模式受初始剪应力大小的影响;初始剪应力的存在会降低饱和密砂的抗液化强度,但垂直加载模式下饱和密砂的抗液化强度比平行加载模式下高约5%~7%;不同加载模式下均表现出损耗能的累积速率随初始剪应力的增加而增大的现象,初始剪应力作用下饱和密砂的损耗能累积速率加快是导致其抗液化强度降低的内在原因;饱和密砂的残余孔压和损耗能的归一化曲线在对数坐标下呈现出线性关系。 展开更多
关键词 初始剪应力 抗液化强度 能量法 孔压模型 多向循环单剪试验
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不同框剪刚度比下某框架±剪力墙隔震结构的比较研究
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作者 陈智科 《现代工程科技》 2025年第7期93-96,共4页
对于框架–剪力墙隔震体系,由于其上部结构中的框架和剪力墙的变形特性不一致,为了验证上部结构的差异对隔震效果的影响,运用多质点分布参数体系,通过赋予框架和剪力墙对应的相关参数,运用算例对框架–剪力墙结构在采用基础隔震情况下... 对于框架–剪力墙隔震体系,由于其上部结构中的框架和剪力墙的变形特性不一致,为了验证上部结构的差异对隔震效果的影响,运用多质点分布参数体系,通过赋予框架和剪力墙对应的相关参数,运用算例对框架–剪力墙结构在采用基础隔震情况下的动力特性进行了分析,比较研究了框架–剪力墙隔震体系上部结构在不同框剪刚度比和不同场地情况下的表现。研究显示,上部结构的框剪刚度比和房屋所在场地类型对框架–剪力墙隔震体系的隔震效果存在一定的影响。 展开更多
关键词 多质点分布参数 框剪刚度比 框架–剪力墙结构 基础隔震
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基于Copula函数的框支剪力墙基础隔震结构地震易损性分析 被引量:2
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作者 孙倩龙 何沛祥 《合肥工业大学学报(自然科学版)》 北大核心 2025年第2期267-273,共7页
针对经典构件地震易损性分析方法的不足,文章将Copula函数引入到构件地震易损性分析中,提出一种基于Copula函数的构件地震易损性分析方法。在地震易损性分析框架的基础上,通过引入非参数核密度估计和Copula函数建立地震动强度和构件地... 针对经典构件地震易损性分析方法的不足,文章将Copula函数引入到构件地震易损性分析中,提出一种基于Copula函数的构件地震易损性分析方法。在地震易损性分析框架的基础上,通过引入非参数核密度估计和Copula函数建立地震动强度和构件地震需求的联合概率分布函数,使地震易损性分析无需人为假定易损性函数分布形式。以某框支剪力墙基础隔震结构为工程背景,基于Copula函数的地震易损性分析方法建立结构各构件的易损性曲线,并与常用构件易损性分析方法的计算结果进行比较,验证了该方法的可行性。研究结果表明,该方法有助于优化框支剪力墙隔震结构易损性曲线的建模过程,为地震易损性研究提供新的思路和方法。 展开更多
关键词 框支剪力墙 基础隔震 地震易损性 COPULA函数 核密度估计
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型钢混凝土剪力墙变形性能指标体系试验研究
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作者 韩小雷 陈熹俊 +2 位作者 张垒 季静 黄烨华 《同济大学学报(自然科学版)》 北大核心 2025年第6期860-872,共13页
为修正广东省标准《建筑工程混凝土结构抗震性能设计规程》(DBJ/T15-151-2019)中型钢混凝土(SRC)剪力墙的变形性能指标体系,根据我国现行规范,设计了12个一字型SRC剪力墙试件进行低周往复试验,对其破坏形态、耗能能力、变形能力、位移... 为修正广东省标准《建筑工程混凝土结构抗震性能设计规程》(DBJ/T15-151-2019)中型钢混凝土(SRC)剪力墙的变形性能指标体系,根据我国现行规范,设计了12个一字型SRC剪力墙试件进行低周往复试验,对其破坏形态、耗能能力、变形能力、位移延性等进行研究。根据试验结果,提出基于骨架曲线的性能状态划分方法和基于破坏现象的性能状态划分方法,两种方法确定的变形性能指标限值吻合且可相互表征,由此建立构件变形—构件损坏程度—构件承载力的对应关系;基于该研究12个试件和文献收集的92个试件共104个试件的低周往复试验结果,修正了SRC剪力墙的破坏形态判别准则,建立了SRC剪力墙关键性能点θ_(1)、θ_(5)、θ_(6)的回归公式。最后,基于ASCE/SEI41-13对建立的关键性能点回归公式进行超越概率调整,修正了SRC剪力墙的变形性能指标限值。 展开更多
关键词 型钢混凝土剪力墙 变形性能指标 性能设计 低周往复试验
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