TEST STRUCTURES: EXPERIMENTAL RESPONSE AND CODE COMPLIANCE.

Vitelmo V. Bertero; Chia Ming Uang; Andrew S. Whittaker

TEST STRUCTURES: EXPERIMENTAL RESPONSE AND CODE COMPLIANCE.

Vitelmo V. Bertero
, Chia Ming Uang
, Andrew S. Whittaker

Department of Civil, Structural & Environmental Engineering

University of California at Berkeley

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

The design and construction of the six-story concentrically braced frame (CBF) and eccentrically braced frame (EBF) structures that were tested on the U. C. Berkeley earthquake simulator is discussed in the introduction to this paper. The two structures are analyzed for their compliance with the current earthquake-resistant regulations. The dynamic characteristics of the model structures and the pertinent results and conclusions of the testing program are also summarized in this paper. The implications of the test results are then assessed with respect to current practice for the design of dual steel structural systems.

Original language	English
Title of host publication	Unknown Host Publication Title
Publisher	ASCE
Pages	116-131
Number of pages	16
ISBN (Print)	0872626122
State	Published - 1987

Cite this

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title = "TEST STRUCTURES: EXPERIMENTAL RESPONSE AND CODE COMPLIANCE.",

abstract = "The design and construction of the six-story concentrically braced frame (CBF) and eccentrically braced frame (EBF) structures that were tested on the U. C. Berkeley earthquake simulator is discussed in the introduction to this paper. The two structures are analyzed for their compliance with the current earthquake-resistant regulations. The dynamic characteristics of the model structures and the pertinent results and conclusions of the testing program are also summarized in this paper. The implications of the test results are then assessed with respect to current practice for the design of dual steel structural systems.",

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AU - Bertero, Vitelmo V.

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PY - 1987

Y1 - 1987

N2 - The design and construction of the six-story concentrically braced frame (CBF) and eccentrically braced frame (EBF) structures that were tested on the U. C. Berkeley earthquake simulator is discussed in the introduction to this paper. The two structures are analyzed for their compliance with the current earthquake-resistant regulations. The dynamic characteristics of the model structures and the pertinent results and conclusions of the testing program are also summarized in this paper. The implications of the test results are then assessed with respect to current practice for the design of dual steel structural systems.

AB - The design and construction of the six-story concentrically braced frame (CBF) and eccentrically braced frame (EBF) structures that were tested on the U. C. Berkeley earthquake simulator is discussed in the introduction to this paper. The two structures are analyzed for their compliance with the current earthquake-resistant regulations. The dynamic characteristics of the model structures and the pertinent results and conclusions of the testing program are also summarized in this paper. The implications of the test results are then assessed with respect to current practice for the design of dual steel structural systems.

UR - https://www.scopus.com/pages/publications/0023232066

M3 - Conference contribution

AN - SCOPUS:0023232066

SN - 0872626122

SP - 116

EP - 131

BT - Unknown Host Publication Title

PB - ASCE

ER -

TEST STRUCTURES: EXPERIMENTAL RESPONSE AND CODE COMPLIANCE.

Abstract

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