著者

小島 紘太郎 五月女 義人 竹脇 出

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.82, no.735, pp.643-652, 2017

被引用文献数

7

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&nbsp;After Parkfield earthquake in 1966 and San Fernando earthquake in 1971, various aspects of near-fault ground motions have been clarified and the effect of near-fault ground motions on structural response have been investigated extensively. The fling-step and forward-directivity inputs have been characterized by two or three sinusoidal wavelets. For this class of ground motions, many sophisticated analyses have been conducted from various viewpoints. However, as far as a forced input is employed, both a free-vibration term and a forced-vibration term appear and the closed-form expression of the elastic-plastic response may be difficult. In order to overcome this difficulty, the double impulse has been introduced as a good substitute of the near-fault ground motion and the closed-form expression of the undamped elastic-plastic response of a structure under the critical double impulse has been derived in the previous works.<br>&nbsp;In this paper, the double impulse is introduced again and the closed-form solution of the maximum deformation of the elastic-perfectly plastic single-degree-of-freedom (SDOF) system with viscous damping under the &lsquo;critical double impulse&rsquo; is derived. Because only the free-vibration appears after each impulse of such double impulse, the energy approach plays an important role in the derivation of the closed-form solution of the maximum elastic-plastic response of the SDOF system with viscous damping. However, it is difficult to treat exactly both of hysteretic damping and viscous damping even in the theory using double impulse. The quadratic-function approximation for the damping force-deformation relationship and the assumption that the critical timing of the second impulse is characterized by the stage of the zero restoring force after the first impulse are introduced to derive the maximum elastic-plastic response with viscous damping by using the energy balance formulation.<br>&nbsp;The validity of the proposed theory using the quadratic-function approximation and the assumption of the critical impulse timing has been investigated through the comparison with the critical elastic-plastic response under double impulse using the time history response analysis. The validity of the proposed closed-form solution has also been demonstrated through the comparison with the response analysis to the corresponding one-cycle sinusoidal input as a representative of the fling-step near-fault ground motion. Furthermore, in order to investigate the applicability of the proposed theory to actual recorded ground motions, two recorded ground motions have been taken into account. It has been demonstrated that the maximum response to the critical double impulse and the response to the selected ground motion coincide fairly well. This supports the validity of the proposed theory.

著者

小島 紘太郎 竹脇 出

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.81, no.726, pp.1209-1219, 2016

被引用文献数

15

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&nbsp;The near-fault ground motions have special characters and the effects of such near-fault ground motions on structural response have been investigated extensively so far. The fling-step (fault-parallel) and forward-directivity (fault normal) inputs have been characterized simply by two or three wavelets. For this class of ground motions, many sophisticated analyses have been conducted from various viewpoints. However, as far as a forced input is employed, both a free-vibration term and a forced-vibration term appear and the closed-form expression of the elastic-plastic response may be difficult. In order to overcome this difficulty, the double impulse input is used as a good substitute of the near-fault ground motion and the closed-form expression is derived of the bilinear elastic-plastic critical response of a structure under this double input.<br>&nbsp;For guaranteeing the equivalence of the double impulse and the corresponding one-cycle sinusoidal input as a substitute of a near-fault ground motion, the equivalence of the maximum Fourier amplitudes of both inputs is introduced together with the equivalence of input frequency. Because only the free-vibration appears after each impulse of such double impulse input, the energy balance formulation using the kinetic energy and the strain and dissipated energy leads to the derivation of the closed-form expression of a complicated bilinear elastic-plastic response. It is shown that the maximum inelastic deformation of a structure with a positive post-yield stiffness can occur after the second impulse different from the case for elastic-perfectly plastic models. Furthermore it is made clear that, as the positive post-yield stiffness becomes larger, the correspondence between the double impulse and the corresponding sinusoidal input becomes better.<br>&nbsp;The closed-form expression is also derived for the non-critical case. The introduction of the concept of critical excitation enabled this derivation of the closed-form expression of the maximum elastic-plastic response. The validity and accuracy of the proposed theory are investigated through the comparison with the response analysis to the corresponding one-cycle sinusoidal input and recorded ground motions (Imperial Valley 1979, Northridge 1994, Hyogoken-Nanbu 1995). It is demonstrated that the proposed method using the double impulse is applicable to actual recorded pulse-type ground motions within a reasonable accuracy.

著者

村瀬 充 藤田 皓平 辻 聖晃 竹脇 出

出版者

一般社団法人日本建築学会

雑誌

日本建築学会近畿支部研究報告集. 構造系 (ISSN:13456660)

巻号頁・発行日

no.53, pp.125-128, 2013-05-24

著者

橋本 拓哉 藤田 皓平 辻 聖晃 竹脇 出

出版者

一般社団法人日本建築学会

雑誌

学術講演梗概集 (ISSN:18839363)

巻号頁・発行日

vol.2015, pp.707-708, 2015-09-04

著者

竹脇 出 中村 恒善

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.59, no.455, pp.47-59, 1994

被引用文献数

4 2

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A new seismic stiffness design method is developed for an elastically supported composite shear building model. A hybrid inverse eigenmode problem is formulated first for the corresponding undamped model. All the floor masses of the model and the stiffnesses of the support spring and the lower stories are prescribed. Then the stiffnesses of the upper stories are found for a specified lowest eigenvalue and a specified set of lowest-mode interstory-drift components in the upper stories. Sufficient conditions are introduced and proved for a specified eigenvalue and a specified set of interstory-drift components in the upper stories to provide positive stiffnesses of the upper stories and to be those in the lowest eigenvibration. A problem of eigenvalue analysis and its inverse problem are combined in this hybrid inverse eigenmode formulation. lt is finally shown that this formulation is quite useful in developing a seismic stiffness design method for elastically supported composite shear building models.

著者

竹脇 出 辻 聖晃 吉富 信太

出版者

京都大学

雑誌

基盤研究(B)

巻号頁・発行日

2009

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東京や大阪などの大都市圏では、超高層建物の建設後に大きなレベルの地震動を経験しておらず、直下型やプレート境界型の地震動に対してどのような地震動が励起され、どのような被害が発生するかについては数値シミュレーションでしか検討されていない。また、その地震動に関連するパラメターの不確定性については確かな理論が提示されているとは言い難く、エネルギー指標の導入による地動入力のパラメター上限値の設定などの確かな理論が求められている。本研究では、極限外乱理論の展開により、従来よりも信頼性の高い建築耐震性能評価が可能となることを示した。

著者

竹脇 出 土井 明裕 辻 聖晃 上谷 宏二

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.68, no.571, pp.45-52, 2003

被引用文献数

1 3

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The soil resisting mechanism for piles is often represented by a static or dynamic Winkler-type spring. The present paper proposes two models for analysis and design of pile-supported building structures. The first-type model is a continuum model which deals with the governing differential equation directly and enables the, introduction of the one-dimensional wave propagation theory. The second-type model is a finite-element model enabling the introduction of the response spectrum method. The accuracy, of these models is clarified through the comparison in terms of transfer functions and time histories. The maximum seismic response of the models to the ground motion defined at the engineering bedrock surface as an acceleration response spectrum is evaluated by the response spectrum method in terms of complex modal quantities. The stiffness design for a specified maximum interstory drift and a pile stress ratio (maximum pile stress/allowable stress) is obtained by regarding the lowest natural circular frequency of the fixed-base model and the pile diameter as principal parameters.

著者

竹脇 出 大淵 邦之 山崎 雅弘

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.69, no.583, pp.39-46, 2004

被引用文献数

1 3 1

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A new frequency-domain method is developed for evaluating the earthquake input energy to a structure-pile-soil system or a super-structure alone subjected to a horizontal ground motion at an outcropping engineering bedrock surface. It is shown that the formulation of the earthquake input energy in the frequency domain is essential for including the frequency-dependent vibration property of the surface ground in terms of the wave propagation theory and the frequency-dependent property of the dynamic Winkler-type spring of the soi l around piles. It is also demonstrated that (l)the present formulation is effective for various input levels and various ground nronerties and (2)the energy input mechanism in the building structure-pile-soil system can be well described by the newly introduced energy transfer function (F-function).