NSTL国家科技图书文献中心

1. Modeling and Response of a Three-Story Steel Building With Sliding Slabs in Earthquake Motions NSTL国家科技图书文献中心

Cordova, Alvaro | Chou, Chung-Che ... - 《Earthquake engineering & structural dynamics》 - 2025,54(3) - 1101～1121 - 共21页

摘要： total base* shear by 13% compared to a building model* | In conventional steel building construction | , the slabs are rigidly connected to the beams by | steel-headed stud anchors. This study explores a novel | sliding slab system where the slabs are allowed to slide

关键词： buckling-restrained brace | numerical analysis | shake table test | sliding slab | CONNECT FLOOR SYSTEM | DEFORMABLE CONNECTION | TEFLON BEARINGS | RUBBER BEARINGS | SEISMIC DESIGN | BASE-ISOLATION...

2. Experimental investigation on a novel base-isolator for ground supported liquid storage tanks NSTL国家科技图书文献中心

Jogi, Pranitha | Jayalekshmi, B. R. - 《Multiscale and multidisciplinary modeling, experiments and design》 - 2025,8(1 Pt.1) - 共22页

摘要： rectangular liquid storage tanks (LSTs) with base* isolation* | these bearings are fabricated and tested on a shake | , hydrodynamic pressures on the tank wall and base, and bearing | . Specifically, the base* isolator with steel core-coir filler* | The dynamic analysis of ground-supported

关键词： Steel-core and coir filler isolator | Liquid storage tanks | Coupled acoustic structural approach | Sloshing of liquid | Impulsive and convective hydrodynamic pressures | ABAQUS

3. Shakedown Analysis of Granular Sub-base Behaviour NSTL国家科技图书文献中心

Asha, M. N. | Suku, Lekshmi ... - 《Geotechnical and geological engineering》 - 2025,43(3) - 128～ - 共16页

摘要：Granular sub-base* (GSB), used as a pavement* | lead to pavement failure. Shake* down method* | mechanical behaviour of granular sub-base* with respect to* | behaviour of granular sub-base* by considering elastic* | of granular sub-base* is estimated.*

关键词： Elastic strain | Plastic strain rate | Shakedown limit | Geosynthetics | Rutting life

4. Residual strength evaluation of steel cabinet in nuclear power plant under a fire event NSTL国家科技图书文献中心

Rahman, Md M. | Nahar, Tahmina T.... - 《Steel & Composite Structures》 - 2025,54(5) - 383～396 - 共14页

摘要： displacement changes with corresponding base* shear show the* | by the shake* table test for comparing the* | The residual strength evaluation under a quasi | -static loading system after a fire event in an | electrical cabinet of an NPP is the main concern of this

关键词： capacity degradation | displacement ductility | fire-damaged FEM | local joint behavior | residual strength

5. Substructural shake table testing for nonstructural elements of various damage sensitivity in a fixed-base and a base-isolated building NSTL国家科技图书文献中心

Fu H. | Cao Y.... - 《Engineering structures》 - 2024,321(Dec.15) - 1.1～1.18 - 共18页

摘要： shake table test that enables the simultaneous dynamic | EDPs in either a fixed-base* or a base-isolated* | buildings, either base-isolated or fixed at the base. In | seismic base* isolation in greatly reducing the floor* | reduced efficacy of base* isolation in suppressing the*

关键词： Engineering demand parameter | Friction pendulum bearing | Indoor content | Nonstructural element | Suspended ceiling

6. Chapter 12 A Portable Fixed Base Support for Modal Survey Tests NSTL国家科技图书文献中心

Peter A. Kerrian | Kevin Napolitano ... - 《Sensors & Instrumentation and Aircraft/Aerospace Testing Techniques, Volume 8: Proceedings of the 41st IMAC, A Conference and Exposition on Structural Dynamics 2023.Orlando, Florida, USA.February 13-16, 2023》 - IMAC Conference and Exposition on Structural Dynamics - 2024, - 99～106 - 共8页

摘要：Fixed base* (FB) correction methods (FBCMs* | ) have been increasingly used to transform flexible or | dynamically active boundary conditions into fixed boundaries | in modal tests. This chapter documents the | development of a portable test setup to conduct an FB modal

关键词： Modal testing | Vibrations | Base-shake | Fixed base | Constraint shapes | Boundary condition correction

7. Shake table tests of steel moment resisting frame with self‐centering SMA‐based isolators NSTL国家科技图书文献中心

Jiahao Huang | Songye Zhu ... - 《Earthquake engineering & structural dynamics》 - 2024,53(11) - 3489～3513 - 共25页 - 被引量：1

摘要：‐centering (SC) base* isolators, wherein superelastic shape* | in the laboratory, and a series of shake* table* | replacement of frame or isolator members, were done. Shake | those of the shake* table tests satisfactorily. A* | conducted in the shake* table tests. The results showed*

关键词： moment resisting frame | numerical simulation | seismic base isolation | self‐centering | shake table test | shape memory alloy

8. Rocking of rigid non-symmetric blocks standing on a horizontally-moving compliant base NSTL国家科技图书文献中心

Frost P. | Cacciola P. - 《Engineering structures》 - 2024,312(Aug.1) - 1.1～1.16 - 共16页

摘要： block on a compliant horizontally-moving base* is* | approaches. A compliant base* model is proposed, which is* | determined assuming the base* is rigid. The proposed model* | centre of mass outside the middle third of its base | compliance of the base* is accounted for. The proposed*

关键词： Base isolation | Compliant base | Moving base | Museum artefacts | Non-symmetric rigid blocks | Shake table tests

9. Inter-Storey Isolation Versus Base Isolation Using Friction Pendulum Systems NSTL国家科技图书文献中心

Zhang, Chunwei | Duan, Cunkun ... - 《International journal of structural stability and dynamics》 - 2024,24(2) - 2450022～ - 共34页 - 被引量：10

摘要： pendulum system base* isolation (FPS-B) for high-rise* | over turned in the case of base* isolation.* | This study investigates the feasibility of | utilizing the friction pendulum system based inter-storey | isolation (FPS-I) strategy to replace the friction

关键词： High-rise structure | friction pendulum system | base isolation | inter-storey isolation | shake table test | SHAKING TABLE TESTS | BENCHMARK PROBLEMS | STRUCTURAL CONTROL | TEFLON BEARINGS | DESIGN

10. Modal characterization of a three-story buckling-restrained braced frame steel building by non-destructive field testing NSTL国家科技图书文献中心

Michael Morano | Louis Lin ... - 《Earthquake engineering & structural dynamics》 - 2024,53(5) - 1705～1726 - 共22页

摘要： properties identified prior to shake* table testing on the* | UC San Diego Large High Performance Outdoor Shake | Table (LHPOST6). The aim of this pre-shake* table test* | selected locations, and (2) dynamic base* vibration tests* | the base* of the structure. A system of*

摘要： total base* shear by 13% compared to a building model* | In conventional steel building construction | , the slabs are rigidly connected to the beams by | steel-headed stud anchors. This study explores a novel | sliding slab system where the slabs are allowed to slide

关键词： buckling-restrained brace | numerical analysis | shake table test | sliding slab | CONNECT FLOOR SYSTEM | DEFORMABLE CONNECTION | TEFLON BEARINGS | RUBBER BEARINGS | SEISMIC DESIGN | BASE-ISOLATION...

摘要： rectangular liquid storage tanks (LSTs) with base* isolation* | these bearings are fabricated and tested on a shake | , hydrodynamic pressures on the tank wall and base, and bearing | . Specifically, the base* isolator with steel core-coir filler* | The dynamic analysis of ground-supported

关键词： Steel-core and coir filler isolator | Liquid storage tanks | Coupled acoustic structural approach | Sloshing of liquid | Impulsive and convective hydrodynamic pressures | ABAQUS

摘要：Granular sub-base* (GSB), used as a pavement* | lead to pavement failure. Shake* down method* | mechanical behaviour of granular sub-base* with respect to* | behaviour of granular sub-base* by considering elastic* | of granular sub-base* is estimated.*

关键词： Elastic strain | Plastic strain rate | Shakedown limit | Geosynthetics | Rutting life

摘要： displacement changes with corresponding base* shear show the* | by the shake* table test for comparing the* | The residual strength evaluation under a quasi | -static loading system after a fire event in an | electrical cabinet of an NPP is the main concern of this

关键词： capacity degradation | displacement ductility | fire-damaged FEM | local joint behavior | residual strength

摘要： shake table test that enables the simultaneous dynamic | EDPs in either a fixed-base* or a base-isolated* | buildings, either base-isolated or fixed at the base. In | seismic base* isolation in greatly reducing the floor* | reduced efficacy of base* isolation in suppressing the*

关键词： Engineering demand parameter | Friction pendulum bearing | Indoor content | Nonstructural element | Suspended ceiling

摘要：Fixed base* (FB) correction methods (FBCMs* | ) have been increasingly used to transform flexible or | dynamically active boundary conditions into fixed boundaries | in modal tests. This chapter documents the | development of a portable test setup to conduct an FB modal

关键词： Modal testing | Vibrations | Base-shake | Fixed base | Constraint shapes | Boundary condition correction

摘要：‐centering (SC) base* isolators, wherein superelastic shape* | in the laboratory, and a series of shake* table* | replacement of frame or isolator members, were done. Shake | those of the shake* table tests satisfactorily. A* | conducted in the shake* table tests. The results showed*

关键词： moment resisting frame | numerical simulation | seismic base isolation | self‐centering | shake table test | shape memory alloy

摘要： block on a compliant horizontally-moving base* is* | approaches. A compliant base* model is proposed, which is* | determined assuming the base* is rigid. The proposed model* | centre of mass outside the middle third of its base | compliance of the base* is accounted for. The proposed*

关键词： Base isolation | Compliant base | Moving base | Museum artefacts | Non-symmetric rigid blocks | Shake table tests

摘要： pendulum system base* isolation (FPS-B) for high-rise* | over turned in the case of base* isolation.* | This study investigates the feasibility of | utilizing the friction pendulum system based inter-storey | isolation (FPS-I) strategy to replace the friction

关键词： High-rise structure | friction pendulum system | base isolation | inter-storey isolation | shake table test | SHAKING TABLE TESTS | BENCHMARK PROBLEMS | STRUCTURAL CONTROL | TEFLON BEARINGS | DESIGN

摘要： properties identified prior to shake* table testing on the* | UC San Diego Large High Performance Outdoor Shake | Table (LHPOST6). The aim of this pre-shake* table test* | selected locations, and (2) dynamic base* vibration tests* | the base* of the structure. A system of*

关键词： buckling-restrained braces | dynamic characterization | modal properties | seismic | steel structures | system identification

4008-161-200 800-990-8900

国家科技图书文献中心

摘要： total base shear by 13% compared to a building model | In conventional steel building construction | , the slabs are rigidly connected to the beams by | steel-headed stud anchors. This study explores a novel | sliding slab system where the slabs are allowed to slide

关键词： buckling-restrained brace | numerical analysis | shake table test | sliding slab | CONNECT FLOOR SYSTEM | DEFORMABLE CONNECTION | TEFLON BEARINGS | RUBBER BEARINGS | SEISMIC DESIGN | BASE-ISOLATION...

摘要： rectangular liquid storage tanks (LSTs) with base isolation | these bearings are fabricated and tested on a shake | , hydrodynamic pressures on the tank wall and base, and bearing | . Specifically, the base isolator with steel core-coir filler | The dynamic analysis of ground-supported

关键词： Steel-core and coir filler isolator | Liquid storage tanks | Coupled acoustic structural approach | Sloshing of liquid | Impulsive and convective hydrodynamic pressures | ABAQUS

摘要：Granular sub-base (GSB), used as a pavement | lead to pavement failure. Shake down method | mechanical behaviour of granular sub-base with respect to | behaviour of granular sub-base by considering elastic | of granular sub-base is estimated.

关键词： Elastic strain | Plastic strain rate | Shakedown limit | Geosynthetics | Rutting life

摘要： displacement changes with corresponding base shear show the | by the shake table test for comparing the | The residual strength evaluation under a quasi | -static loading system after a fire event in an | electrical cabinet of an NPP is the main concern of this

关键词： capacity degradation | displacement ductility | fire-damaged FEM | local joint behavior | residual strength

摘要： shake table test that enables the simultaneous dynamic | EDPs in either a fixed-base or a base-isolated | buildings, either base-isolated or fixed at the base. In | seismic base isolation in greatly reducing the floor | reduced efficacy of base isolation in suppressing the

关键词： Engineering demand parameter | Friction pendulum bearing | Indoor content | Nonstructural element | Suspended ceiling

摘要：Fixed base (FB) correction methods (FBCMs | ) have been increasingly used to transform flexible or | dynamically active boundary conditions into fixed boundaries | in modal tests. This chapter documents the | development of a portable test setup to conduct an FB modal

关键词： Modal testing | Vibrations | Base-shake | Fixed base | Constraint shapes | Boundary condition correction

摘要：‐centering (SC) base isolators, wherein superelastic shape | in the laboratory, and a series of shake table | replacement of frame or isolator members, were done. Shake | those of the shake table tests satisfactorily. A | conducted in the shake table tests. The results showed

关键词： moment resisting frame | numerical simulation | seismic base isolation | self‐centering | shake table test | shape memory alloy

摘要： block on a compliant horizontally-moving base is | approaches. A compliant base model is proposed, which is | determined assuming the base is rigid. The proposed model | centre of mass outside the middle third of its base | compliance of the base is accounted for. The proposed

关键词： Base isolation | Compliant base | Moving base | Museum artefacts | Non-symmetric rigid blocks | Shake table tests

摘要： pendulum system base isolation (FPS-B) for high-rise | over turned in the case of base isolation. | This study investigates the feasibility of | utilizing the friction pendulum system based inter-storey | isolation (FPS-I) strategy to replace the friction

关键词： High-rise structure | friction pendulum system | base isolation | inter-storey isolation | shake table test | SHAKING TABLE TESTS | BENCHMARK PROBLEMS | STRUCTURAL CONTROL | TEFLON BEARINGS | DESIGN

摘要： properties identified prior to shake table testing on the | UC San Diego Large High Performance Outdoor Shake | Table (LHPOST6). The aim of this pre-shake table test | selected locations, and (2) dynamic base vibration tests | the base of the structure. A system of

关键词： buckling-restrained braces | dynamic characterization | modal properties | seismic | steel structures | system identification

4008-161-200 800-990-8900

国家科技图书文献中心

摘要： total base* shear by 13% compared to a building model* | In conventional steel building construction | , the slabs are rigidly connected to the beams by | steel-headed stud anchors. This study explores a novel | sliding slab system where the slabs are allowed to slide

摘要：Granular sub-base* (GSB), used as a pavement* | lead to pavement failure. Shake* down method* | mechanical behaviour of granular sub-base* with respect to* | behaviour of granular sub-base* by considering elastic* | of granular sub-base* is estimated.*

摘要： displacement changes with corresponding base* shear show the* | by the shake* table test for comparing the* | The residual strength evaluation under a quasi | -static loading system after a fire event in an | electrical cabinet of an NPP is the main concern of this

摘要： shake table test that enables the simultaneous dynamic | EDPs in either a fixed-base* or a base-isolated* | buildings, either base-isolated or fixed at the base. In | seismic base* isolation in greatly reducing the floor* | reduced efficacy of base* isolation in suppressing the*

摘要：Fixed base* (FB) correction methods (FBCMs* | ) have been increasingly used to transform flexible or | dynamically active boundary conditions into fixed boundaries | in modal tests. This chapter documents the | development of a portable test setup to conduct an FB modal

摘要：‐centering (SC) base* isolators, wherein superelastic shape* | in the laboratory, and a series of shake* table* | replacement of frame or isolator members, were done. Shake | those of the shake* table tests satisfactorily. A* | conducted in the shake* table tests. The results showed*

摘要： block on a compliant horizontally-moving base* is* | approaches. A compliant base* model is proposed, which is* | determined assuming the base* is rigid. The proposed model* | centre of mass outside the middle third of its base | compliance of the base* is accounted for. The proposed*

摘要： pendulum system base* isolation (FPS-B) for high-rise* | over turned in the case of base* isolation.* | This study investigates the feasibility of | utilizing the friction pendulum system based inter-storey | isolation (FPS-I) strategy to replace the friction

摘要： properties identified prior to shake* table testing on the* | UC San Diego Large High Performance Outdoor Shake | Table (LHPOST6). The aim of this pre-shake* table test* | selected locations, and (2) dynamic base* vibration tests* | the base* of the structure. A system of*