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PREDICTION OF THE TENSILE STRAIN OF LAMINATED RUBBER BEARINGS AND THE BENDING MOMENT OF BEAMS DUE TO SUPERIMPOSED HORIZONTAL AND VERTICAL RESPONSES USING CONSTANT ENERGY RULE

机译：使用恒定能量规则预测叠层橡胶轴承拉伸应变和梁弯矩的弯曲力矩

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Kazuma YOSHIE; Daiki SATO; Yoriyuki MATSUDA; Haruyuki KITAMURA; Masahiro NAKAMURA; Takahiro MORI; Hideaki KATO;
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1. Prediction Of Maximum Pressures During Uplift Acting On Laminated Rubber Bearings Supporting Base Isolated High-Rise Buildings Subject To Horizontal Seismic Ground Motion [J] . Satoshi Kurita, Hiroshazu Tanizawa, Ryota Morobishi 日本建築学会构造系論文集 . 2000,第529期

机译：层状橡胶轴承支撑基础隔震高层建筑物受水平地震地震动作用时，升力作用期间的最大压力预测
2. PREDICTION OF MAXIMUM PRESSURES DURING UPLIFT ACTING ON LAMINATED RUBBER BEARINGS SUPPORTING BASE ISOLATED HIGH-RISE BUILDINGS SUBJECT TO HORIZONTAL SEISMIC GROUND MOTION [J] . Satoshi KURITA, Hirokazu TANIZAWA, Ryota MOROBISHI 日本建築学会构造系論文集 . 2000,第529期

机译：层状橡胶轴承在竖向作用下的最大压力的预测，该地震作用是基于水平地震地面运动的基础隔离高层建筑
3. Vertical and horizontal bending moments on the hydroelastic response of a large-scale segmented model in a seaway [J] . Jiao Jialong, Ren Huilong, Soares C. Guedes Marine Structures . 2021,第Sepa期

机译：垂直和水平弯曲矩对海道大型分段模型的液体响应
4. SEISMIC PERFORMANCE OF A LAMINATED RUBBER BEARING UNDER TENSILE AXIAL LOADING [C] . World conference on earthquake engineering . 2004

机译：拉伸轴向载荷下层压橡胶轴承的地震性能
5. The coupled horizontal-vertical response of elastomeric and lead-rubber seismic isolation bearings. [D] . Warn, Gordon P. 2006

机译：弹性体和铅橡胶隔震轴承的水平-竖向耦合响应。
6. Quantification of photoinduced bending of dynamic molecular crystals: from macroscopic strain to kinetic constants and activation energies [O] . Stanislav Chizhik, Anatoly Sidelnikov, Boris Zakharov, 2018

机译：定量分析动态分子晶体的光致弯曲：从宏观应变到动力学常数和活化能
7. ENERGY BALANCE-BASED SEISMIC RESPONSE PREDICTION METHODS FOR SEISMIC ISOLATED BUILDINGS USING LAMINATED RUBBER BEARINGS AND ELASTIC SLIDING BEARINGS [O] . Haruyuki KITAMURA, Youichi CHIBA 2002

机译：采用层压橡胶轴承和弹性滑动轴承的地震隔离建筑的能量平衡的地震反应预测方法

PREDICTION OF THE TENSILE STRAIN OF LAMINATED RUBBER BEARINGS AND THE BENDING MOMENT OF BEAMS DUE TO SUPERIMPOSED HORIZONTAL AND VERTICAL RESPONSES USING CONSTANT ENERGY RULE

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